1002-848X
2012 Issue S1
Lessons from recent earthquakes:the need for more resilient cities
Stephen Mahin;Department of Civil and Environmental Engineering;University of California;
Stephen Mahin;Department of Civil and Environmental Engineering;University of California;
..............page:1-8
..............page:2-3
..............page:4-5
Earthquake hazard mitigation of transportation structures
W.Phillip Yen;Federal Highway Administration;
W.Phillip Yen;Federal Highway Administration;
..............page:9-13
..............page:13-14
Theory and practice of the Push-over analysis
Fu Changsheng;Zhang Xiaoyong;Shanghai ChinaFu Structural Design Inc.;
Fu Changsheng;Zhang Xiaoyong;Shanghai ChinaFu Structural Design Inc.;
..............page:14-24
Analysis on seismic performance of multi-storey RC frames: some recent studies
Yong Lu;Institute for Infrastructure and Environment;School of Engineering;The University of Edinburgh;
Yong Lu;Institute for Infrastructure and Environment;School of Engineering;The University of Edinburgh;
..............page:25-30
Seismic concept design of super tall building structure
Lin Hai;Lei Qiang;Zhao Hong;Wang Yang;Ove Arup & Partners;
Lin Hai;Lei Qiang;Zhao Hong;Wang Yang;Ove Arup & Partners;
..............page:31-36
Seismic design of main building of Nanjing Xinhua Daily Press Group Media Center at Hexi
Liu Jiantao;You Tianzhi;Xiao Ming;China Architecture Design and Research Group;China Institute of Building Standard Design & Research;
Liu Jiantao;You Tianzhi;Xiao Ming;China Architecture Design and Research Group;China Institute of Building Standard Design & Research;
..............page:37-42
Seismic design for tower 1# of Nanjing Walsin City
Lu Jianfeng;Zuo Jiang;Liu Bin;Zhu Jinkun;Xia Changchun;Nanjing Architectural Design & Research Institute Co.;Ltd.;
Lu Jianfeng;Zuo Jiang;Liu Bin;Zhu Jinkun;Xia Changchun;Nanjing Architectural Design & Research Institute Co.;Ltd.;
..............page:43-46
Seismic structural analysis and design of Nanjing World Trade Center building exceeded code-limit
Chen Tao;Sun Yanping;Li Hongyu;AECOM Ltd.;
Chen Tao;Sun Yanping;Li Hongyu;AECOM Ltd.;
..............page:47-53
Performance-based seismic analysis and design of a super high-rise building structure with inclined columns
Liu Yunlang;Yang Xianqiao;Fu Xueyi;China Construction Design International;
Liu Yunlang;Yang Xianqiao;Fu Xueyi;China Construction Design International;
..............page:54-58
Structural design and study on a super high-rise complex building in high intensity areas
Wei Lijin;Zheng Honghua;Shi Yansheng;Cui Shimi;Liu Longfei;Liu Changdong;Sunlay Design Group;
Wei Lijin;Zheng Honghua;Shi Yansheng;Cui Shimi;Liu Longfei;Liu Changdong;Sunlay Design Group;
..............page:59-67
Study on complex structural system of Shenzhen Energy Group Headquarters Building
Kong Qiming;Zhu Ligang;Luong Andrew;Ove Arup & Partners;
Kong Qiming;Zhu Ligang;Luong Andrew;Ove Arup & Partners;
..............page:68-73
Seismic design on key issues of an super high-rise structure with inclined columns
Zhang Yuelou;Shanghai No.2 Construction Co.;Ltd.;Engineering Research Institute;
Zhang Yuelou;Shanghai No.2 Construction Co.;Ltd.;Engineering Research Institute;
..............page:74-78
Performance-based seismic design and discussion of a ultra-high building in Shanghai
Han Xiaojuan;Andrew Luong;Zhu Ligang;Liu Gang;Arup International Consultants Ltd.;
Han Xiaojuan;Andrew Luong;Zhu Ligang;Liu Gang;Arup International Consultants Ltd.;
..............page:79-83
Seismic design of exceed-limit tall building of Zhuhai Century Square
Wu Fang;Wang Weizhong;Huasen Architectural & Engineering Designing Consultant Ltd.;
Wu Fang;Wang Weizhong;Huasen Architectural & Engineering Designing Consultant Ltd.;
..............page:84-87
Performance-based seismic design of a frame-supported structure in Shenzhen
Lin Chaowei;Liu Jun;Hu Tao;Huang Junhai;Xia Xiyao;Peng Huihong;Hong Kong Huayi Designing Consultants Co.;Ltd.;College of Civil Engineering & Architecture;Guangxi University;
Lin Chaowei;Liu Jun;Hu Tao;Huang Junhai;Xia Xiyao;Peng Huihong;Hong Kong Huayi Designing Consultants Co.;Ltd.;College of Civil Engineering & Architecture;Guangxi University;
..............page:88-91
Sturcture seismic design and research of Wuxi Shengang International office A building
Chen Jiwei;Si Bin;Zhang Yong;Zhang Shoufeng;Xiong Pinhua;Chen Fubao;Yu Junjun;China Architecture Design & Research Group;
Chen Jiwei;Si Bin;Zhang Yong;Zhang Shoufeng;Xiong Pinhua;Chen Fubao;Yu Junjun;China Architecture Design & Research Group;
..............page:92-96
Structural design of a super class B high-rise building in 8 degree areas
Xie Chun;Weng Jiadong;Qiu Junwei;Guangzhou Hanhua Architects & Engineers Ltd.;
Xie Chun;Weng Jiadong;Qiu Junwei;Guangzhou Hanhua Architects & Engineers Ltd.;
..............page:97-101
lan jue chao xian gao ceng kang zhen xing neng she ji
bai jian yong ; zhang liang ping ;
bai jian yong ; zhang liang ping ;
..............page:102-104
Anti-seismic analysis of one super high-rise building
Yu Guijing;Xu Xiaoming;Kang Kai;Li Jinwei;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
Yu Guijing;Xu Xiaoming;Kang Kai;Li Jinwei;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:105-106
Structural seismic design of a super high-rise building in Shenzhen
Mei Wenping;Hu Ming;Mo Deming;Tang Zenghong;Shenzhen Di Yuan Engineering Trial Plans Co.;Ltd.;Shenzhen Mechinery Institure Architectural Design Co.;Ltd.;
Mei Wenping;Hu Ming;Mo Deming;Tang Zenghong;Shenzhen Di Yuan Engineering Trial Plans Co.;Ltd.;Shenzhen Mechinery Institure Architectural Design Co.;Ltd.;
..............page:107-110
Seismic design of an multi-tower high-rise structure with base block
Shi Changling;Bian Rongyan;Ma Henglei;Jing Ling;Zibo Huayi Architectural Design Co.;Ltd.;
Shi Changling;Bian Rongyan;Ma Henglei;Jing Ling;Zibo Huayi Architectural Design Co.;Ltd.;
..............page:111-113
Seismic design of ultra-limit high-rise building structure of the Fortune Plaza
Zhang Zhuo;Yu Junjun;Zhang Shoufeng;China Architecture Design & Research Group;
Zhang Zhuo;Yu Junjun;Zhang Shoufeng;China Architecture Design & Research Group;
..............page:114-117
Seismic design on a high-rise building in Fuzhou
Wang Chao;Wang Wei;Na Ling;Wen Xin;Jia Kai;China Architecture Design & Research Group;
Wang Chao;Wang Wei;Na Ling;Wen Xin;Jia Kai;China Architecture Design & Research Group;
..............page:118-120
Seismic design of apartment-style office building of Hefei New Century Center
Lu Jingang;Sun Dayong;Zhang Shoufeng;China Architecture Design & Research Group;
Lu Jingang;Sun Dayong;Zhang Shoufeng;China Architecture Design & Research Group;
..............page:121-124
Application of performance-based design for an out-of-codes tall building
Li Junfeng;Zhang Yong;Yu Junjun;Xiong Pinhua;Huang Chengshuang;Zhao Yong;Zhou Chi;China Architecture Design & Research Group;
Li Junfeng;Zhang Yong;Yu Junjun;Xiong Pinhua;Huang Chengshuang;Zhao Yong;Zhou Chi;China Architecture Design & Research Group;
..............page:125-128
Seismic concept design of a high rise residential building
Chen Gang;Li Xia;Suzhou Huazao Architectural Design Co.;Ltd.;
Chen Gang;Li Xia;Suzhou Huazao Architectural Design Co.;Ltd.;
..............page:129-131
Seismic conceptual design of irregular multi-storey office building
Yao Guiyun;Shen Yan;Zhang Junjie;Xu Rui;China Aviation Planning and Construction Development Co.;Ltd.;Shanghai Eastern Logistics Co.;Ltd.;
Yao Guiyun;Shen Yan;Zhang Junjie;Xu Rui;China Aviation Planning and Construction Development Co.;Ltd.;Shanghai Eastern Logistics Co.;Ltd.;
..............page:132-134
Seismic design and analysis of Shanghai Jiading Poly Theatre
Lin Jianping;Yu Zhongjun;Lu Yan;Wang Xin;Architectural Design and Research Institute of Tongji University;
Lin Jianping;Yu Zhongjun;Lu Yan;Wang Xin;Architectural Design and Research Institute of Tongji University;
..............page:135-139
Seismic design on new built schools in Sichuan
Liu Zhonghua;Xiao Zhibin;Gan Gang;Architectural Design and Research Institute of Zhejiang University;
Liu Zhonghua;Xiao Zhibin;Gan Gang;Architectural Design and Research Institute of Zhejiang University;
..............page:140-143
Application of the structural system of steel eccentric bracing and reinforced concrete frame in buildings on zones of high seismic precautionary intensity
Zhang Weiyu;Xia Yao;Nanjing Kingdom Architecture Design Co.;Ltd.;
Zhang Weiyu;Xia Yao;Nanjing Kingdom Architecture Design Co.;Ltd.;
..............page:144-147
Study on seismic performance of the aircraft assembly plant in Tianjin
Cheng Jie;Tang Hongjun;Pei Yongzhong;China Aviation Planning and Construction Development Co.;Ltd.;
Cheng Jie;Tang Hongjun;Pei Yongzhong;China Aviation Planning and Construction Development Co.;Ltd.;
..............page:148-151
..............page:152-153
Structural design of large-span reinforced concrete cantilever beam in high intensity areas
Gu Weijian;Feng Li;Wang Jing;Zhang Ao;Zhou Shuling;The 4~ Engineering Design & Research Academy;General Staff;PLA;Beijing University of Civil Engineering and Architecture;
Gu Weijian;Feng Li;Wang Jing;Zhang Ao;Zhou Shuling;The 4~ Engineering Design & Research Academy;General Staff;PLA;Beijing University of Civil Engineering and Architecture;
..............page:154-156
Advances in the method of Pushover analysis
Li Zhenbao;Li Changjiang;Ma Hua;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
Li Zhenbao;Li Changjiang;Ma Hua;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
..............page:157-161
Elastic-plastic seismic analysis on the project of Tianshan Road in Shanghai
Hu Linghua;Shi Jianwei;Ao Guosheng;Greentown Oriental Architects;
Hu Linghua;Shi Jianwei;Ao Guosheng;Greentown Oriental Architects;
..............page:162-167
Elastic-plastic time-history analysis of Shenzhen Pacific Finance Building
Zhou Bin;Liu Qiongxiang;Wang Qiwen;Shenzhen General Institute of Architectural Design & Research Co.;Ltd.;
Zhou Bin;Liu Qiongxiang;Wang Qiwen;Shenzhen General Institute of Architectural Design & Research Co.;Ltd.;
..............page:168-172
han jing xiang mu dong li dan su xing fen xi
bai jian yong ; xiang bing ;
bai jian yong ; xiang bing ;
..............page:173-174
Application of Pushover analysis on prestressed frame-core tube structure
Wu Congchao;China Shipbuilding;NDRI Engineering Co.;Ltd.;
Wu Congchao;China Shipbuilding;NDRI Engineering Co.;Ltd.;
..............page:175-178
Elasto-plastic analysis of a long-span roof-isolated structure
Xia Dongping;Zhang Zhiqiang;Li Aiqun;Liu Kang’an;School of Civil Engineering;Southeast University;Southeast University;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Nanjing;DAMP Science and Technology Engineering Co.;Ltd.;
Xia Dongping;Zhang Zhiqiang;Li Aiqun;Liu Kang’an;School of Civil Engineering;Southeast University;Southeast University;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Nanjing;DAMP Science and Technology Engineering Co.;Ltd.;
..............page:179-185
Development and application of uniaxial damage model for concrete based on ABAQUS
Li Zheng;Zhu Bingyin;China Architecture Design & Research Group;
Li Zheng;Zhu Bingyin;China Architecture Design & Research Group;
..............page:186-189
Progress in design codes for progressive collapse design in USA
Hu Haitao;Huang Xin;Chen Jianwei;Qingdao Tengyuan Design Institute Co.;Ltd.;
Hu Haitao;Huang Xin;Chen Jianwei;Qingdao Tengyuan Design Institute Co.;Ltd.;
..............page:190-192
Comparison of seismic loads between GB 50011-2010 and IBC-2009
Wu Guifang;Bechtel Engineering & Construction Co.;Ltd.;
Wu Guifang;Bechtel Engineering & Construction Co.;Ltd.;
..............page:193-196
Study on the interpolation of site characteristic period
Zou Jilin;Guo Chunying;Xu Haiyang;Li Wei;Wang Huaying;Beijing Explorer Software Technology Co.;Ltd.;
Zou Jilin;Guo Chunying;Xu Haiyang;Li Wei;Wang Huaying;Beijing Explorer Software Technology Co.;Ltd.;
..............page:197-200
Discussion on the value of seismic action for steel buildings
Zhang Jinhai;He Ruoquan;Wang Xiang’an;Wang Heng;Tianjin University Research Institute of Architectural Design & Urban Planning;Department of Civil Engineering;USTS;
Zhang Jinhai;He Ruoquan;Wang Xiang’an;Wang Heng;Tianjin University Research Institute of Architectural Design & Urban Planning;Department of Civil Engineering;USTS;
..............page:201-206
Influence of ground motion characteristics on response spectra of long-period structures
Xu Yaling;Cao Jialiang;China Institute of Geotechnical Inverstigation and Surveying;Tongji University;
Xu Yaling;Cao Jialiang;China Institute of Geotechnical Inverstigation and Surveying;Tongji University;
..............page:207-209
Direct damage-based seismic design method for RC frame structures
Xia Jian;Yang Wei;Zhang Wei;Song Handong;Gao Feng;School of Civil Engineering;Fuzhou University;Fujian Academy of Building Research;Fujian Provincial Key Laboratory of Green Building Technology;
Xia Jian;Yang Wei;Zhang Wei;Song Handong;Gao Feng;School of Civil Engineering;Fuzhou University;Fujian Academy of Building Research;Fujian Provincial Key Laboratory of Green Building Technology;
..............page:210-214
Research progress in seismic performance of reinforced concrete joints
Guo Erwei;Li Zhenbao;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
Guo Erwei;Li Zhenbao;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
..............page:215-219
Numerical simulation on collapse process of multistory masonry structure in earthquake
Xu Hu;Yu Zhixiang;Kang Xiangjie;Zhao Shichun;The College of Civil Engineering;Southwest Jiaotong University;Key Laboratory of Seismic Engineering of Sichuan Province;
Xu Hu;Yu Zhixiang;Kang Xiangjie;Zhao Shichun;The College of Civil Engineering;Southwest Jiaotong University;Key Laboratory of Seismic Engineering of Sichuan Province;
..............page:220-225
Damage characteristic analysis of transverse wall of brick concrete masonry school buildings with different structural measures
Wu Hao;Zhao Shichun;Xu Hu;Zhang Pengbo;Wu Gang;School of Civil Engineering;Southwest Jiaotong University;Key Laboratory of RC&PC Structures of the Ministry of Education;Southeast University;
Wu Hao;Zhao Shichun;Xu Hu;Zhang Pengbo;Wu Gang;School of Civil Engineering;Southwest Jiaotong University;Key Laboratory of RC&PC Structures of the Ministry of Education;Southeast University;
..............page:226-230
Aseismic performance analysis of rural housing with hybrid structure
Jin Cheng;Yang Junjie;Zhou Xiaoyue;Zhang Xuefeng;College of Civil Engineering;Zhejiang University of Technology;Architectural and Planning Design & Research Institute Co.;Ltd.;Zhejiang University of Technology;
Jin Cheng;Yang Junjie;Zhou Xiaoyue;Zhang Xuefeng;College of Civil Engineering;Zhejiang University of Technology;Architectural and Planning Design & Research Institute Co.;Ltd.;Zhejiang University of Technology;
..............page:231-233
Initial selection of real earthquake records compatible with the spectrum
Cheng Weishan;Peng Lingyun;Beijing Laboratory of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
Cheng Weishan;Peng Lingyun;Beijing Laboratory of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
..............page:234-237
Some suggestions of applying seismic concept design idea for design and retrofit of nuclear power plants
Qian Guozhen;Sun Zongguang;Ni Yiqing;The Hangzhou Anti-seismic Office;Dalian Maritime University;The Hong Kong Polytechnic University;
Qian Guozhen;Sun Zongguang;Ni Yiqing;The Hangzhou Anti-seismic Office;Dalian Maritime University;The Hong Kong Polytechnic University;
..............page:238-241
Reactions of railway-station under the impact of derailed high-speed train
Zhao Yana;Liu Yanhui;Zhao Shichun;College of Civil Engineering;Southwest Jiaotong University;
Zhao Yana;Liu Yanhui;Zhao Shichun;College of Civil Engineering;Southwest Jiaotong University;
..............page:242-245
Numerical analysis on transverse seismic response of a large-diameter water intake tunnel for nuclear plant
Zhao Yongquan;Hu Qunfang;Luo Qifeng;Institute of Disaster Prevention and Relief;Tongji University;
Zhao Yongquan;Hu Qunfang;Luo Qifeng;Institute of Disaster Prevention and Relief;Tongji University;
..............page:246-250
Design and study on super high rise structural system of CQ project Tower 2
Zhu Ligang;Cheung Penny;Luong Andrew;Arup International Consultants Ltd.;
Zhu Ligang;Cheung Penny;Luong Andrew;Arup International Consultants Ltd.;
..............page:251-260
Structural design of Bofu International super high-rise building
Li Hui;Chen Tao;Lin Qinpeng;Liu Dejia;Shenzhen General Institute of Architectural Design & Research Co.;Ltd.;
Li Hui;Chen Tao;Lin Qinpeng;Liu Dejia;Shenzhen General Institute of Architectural Design & Research Co.;Ltd.;
..............page:261-265
Structural design of a super high-rise building beyond code limits
Gao Lin;Shanghai Xian Dai Architecture;Engineering & Consulting Co.;Ltd.;
Gao Lin;Shanghai Xian Dai Architecture;Engineering & Consulting Co.;Ltd.;
..............page:266-269
Structure design of Minsheng Financial Building in Zhengzhou
Sun Yuanyuan;Zhang Ye;Zhou Qiao;Ding Ao;China Architectrue Design & Research Group;
Sun Yuanyuan;Zhang Ye;Zhou Qiao;Ding Ao;China Architectrue Design & Research Group;
..............page:270-272
Structure design of a complex super tall building of the tower 2 of Shanghai International Shipping Center East Block
Zhong Lian;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
Zhong Lian;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:273-276
Structural design of super high-rise building of Ningbo Weike
Xu Yinhao;Shanghai Grandcity International Architectural Design Co.;Ltd.;
Xu Yinhao;Shanghai Grandcity International Architectural Design Co.;Ltd.;
..............page:277-280
Analysis of overall calculation for a super tall residential structure
Duan Haitao;Xu Yanjun;Wang Yue;Zhongtianyuan Architects & Engineers Ltd.;China Textile Industrial Engineering Institute;
Duan Haitao;Xu Yanjun;Wang Yue;Zhongtianyuan Architects & Engineers Ltd.;China Textile Industrial Engineering Institute;
..............page:281-286
Structure design scheme of one high-rise overrun building
Yu Guijing;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
Yu Guijing;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:287-288
High transform design of commercial and residential building of Zhenjiang Fortune Plaza
Li Jinan;Shanghai Construction Design & Research Institute Co.;Ltd.;
Li Jinan;Shanghai Construction Design & Research Institute Co.;Ltd.;
..............page:289-291
Structure design of Beijing Wangjing Poly International Plaza T2
Xu Jiting;Zhao Xiao;Chen Lei;Beijing Branch of Shenzhen Zhubo Architectural & Engineering Design Co.;Ltd.;
Xu Jiting;Zhao Xiao;Chen Lei;Beijing Branch of Shenzhen Zhubo Architectural & Engineering Design Co.;Ltd.;
..............page:292-294
Structure design for Yincheng Plaza
Tan Ningping;Wang Jian;Xu Yuan;Nanjing City-Town Architecture Design & Consultants Co.;Ltd.;
Tan Ningping;Wang Jian;Xu Yuan;Nanjing City-Town Architecture Design & Consultants Co.;Ltd.;
..............page:295-298
Structure design of Yiwu Sanding Square
Zhong Lian;Lu Yunian;Shanghai Institute of Architectural Design & Research;
Zhong Lian;Lu Yunian;Shanghai Institute of Architectural Design & Research;
..............page:299-302
Structure design of Shanghai Changxing Iland Power Supply Control Centre
Xia Jincheng;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
Xia Jincheng;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:303-307
Structure design of an administrative center of Ordos
Sun Yuanyuan;Zhang Ye;Zhou Qiao;Ding Ao;China Architecture Design & Research Group;
Sun Yuanyuan;Zhang Ye;Zhou Qiao;Ding Ao;China Architecture Design & Research Group;
..............page:308-310
Structural design of Beijing Yingren Hotel
Jia Wenying;Liang Wei;Liu Yang;Ding Ao;China Architecture Design & Research Group;
Jia Wenying;Liang Wei;Liu Yang;Ding Ao;China Architecture Design & Research Group;
..............page:311-313
Structure design on the main building of Xuanhua Radio and TV Center
Weng Xingzhong;Dong Taohui;Jiang Xiangmin;China Radio & TV International Architecture Design-Research Institute;CNGC China Wuzhou Engineering Co.;Ltd.;
Weng Xingzhong;Dong Taohui;Jiang Xiangmin;China Radio & TV International Architecture Design-Research Institute;CNGC China Wuzhou Engineering Co.;Ltd.;
..............page:314-316
Structure design and analysis on the broadcasting building of Radio and TV Center in Dongying City Estuary Area
Dong Taohui;Weng Xingzhong;China Radio & TV International Architecture Design-Research Institute;
Dong Taohui;Weng Xingzhong;China Radio & TV International Architecture Design-Research Institute;
..............page:317-320
Structural design and analysis for the linked structure
Liang Wei;Gao Yinying;Jia Wenying;China Architecture Design & Research Group;
Liang Wei;Gao Yinying;Jia Wenying;China Architecture Design & Research Group;
..............page:321-327
Structure design of the citizen service center of Caofeidian
Xiong Tianqi;Gu Hui;Bao Zuo;Chen Jiming;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
Xiong Tianqi;Gu Hui;Bao Zuo;Chen Jiming;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:328-331
Influence of connection mode on dynamic performance of three-towers-connected tall building
Wang Liede;Yuan Weibin;College of Civil Engineering and Architecture;Zhejiang University of Technology;
Wang Liede;Yuan Weibin;College of Civil Engineering and Architecture;Zhejiang University of Technology;
..............page:332-335
Discussion on design of frame-tube structures
Fang Shuai;Xu Kai;Kang Ping;Shi Changling;Zibo Huayi Architectural Design Co.;Ltd.;Shandong Chuangye Real Estate Development Co.;Ltd.;
Fang Shuai;Xu Kai;Kang Ping;Shi Changling;Zibo Huayi Architectural Design Co.;Ltd.;Shandong Chuangye Real Estate Development Co.;Ltd.;
..............page:336-338
Discussion on the selection about the partial fixing of tall-building
Liu Jun;Bao Li;Southeast University;Jiangsu Zoomar Architectures Co.;Ltd.;Shanghai United Design Group INC;
Liu Jun;Bao Li;Southeast University;Jiangsu Zoomar Architectures Co.;Ltd.;Shanghai United Design Group INC;
..............page:339-342
Influence of nonlinear damping on the hybrid high-rise building
Hu Kai;Zhu Huide;Ni Jiangong;China Shipbuilding;NRDI Engineering Co.;Ltd.;Tongji University;
Hu Kai;Zhu Huide;Ni Jiangong;China Shipbuilding;NRDI Engineering Co.;Ltd.;Tongji University;
..............page:343-345
Issues in a high-level framed structure design
Zhang Xin;Yan Jun;China Aviation Planning and Construction Development Co.;Ltd.;
Zhang Xin;Yan Jun;China Aviation Planning and Construction Development Co.;Ltd.;
..............page:346-348
Utility method considering the second effect of staggered RC frame structure
Mu Suifeng;China Shipbuilding;NDRI Engineering Co.;Ltd.;
Mu Suifeng;China Shipbuilding;NDRI Engineering Co.;Ltd.;
..............page:349-351
..............page:352-355
Study on overrun structural design of Liaoning province Science and Technology Museum
Zhu Baobing;Xu Xiaoming;Zhou Yuqing;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
Zhu Baobing;Xu Xiaoming;Zhou Yuqing;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:356-360
Structure design of Shangqiu Museum
Zhang Ye;Wang Libo;Yang Wei;Sun Yuanyuan;China Architecture Design & Research Group;
Zhang Ye;Wang Libo;Yang Wei;Sun Yuanyuan;China Architecture Design & Research Group;
..............page:361-364
Problems and countermeasures of structure design on New Museum of Suzhou Art Museum and New Museum of Cultural Center
Geng Guanghua;Chen Gang;Suzhou Huazao Architectural Design Co.;Ltd.;
Geng Guanghua;Chen Gang;Suzhou Huazao Architectural Design Co.;Ltd.;
..............page:365-367
Study on the key technologies of structural design of Shenyang Culture and Art Center
Zhu Baobing;Lin Yingru;Xu Xiaoming;Zhou Yuqing;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
Zhu Baobing;Lin Yingru;Xu Xiaoming;Zhou Yuqing;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:368-371
Structural design of Ningxia Grand Theater
Yang Xuchen;Zhu Shandong;Huang Jianlin;China United Zhujing Architecture Design Co.;Ltd.;
Yang Xuchen;Zhu Shandong;Huang Jianlin;China United Zhujing Architecture Design Co.;Ltd.;
..............page:372-378
Study of the structural design of the grand theatre
Tian Ye;Co-joint Design Group Shanghai;
Tian Ye;Co-joint Design Group Shanghai;
..............page:379-382
Structural design on theatre of Sanhe Culture Art Centre
Zhao Xiao;Xu Jiting;Chen Lei;A Latengcang;Zhubo Architectural & Engineering Design Co.;Ltd.;
Zhao Xiao;Xu Jiting;Chen Lei;A Latengcang;Zhubo Architectural & Engineering Design Co.;Ltd.;
..............page:383-385
Structural design of a large-span conference center in Chongqing
Yang Kaiping;China Railway First Survey and Design Institute Group Ltd.;
Yang Kaiping;China Railway First Survey and Design Institute Group Ltd.;
..............page:386-390
Structure design of Shanghai Putuo Women and Children’ s Hospital
Yang Yang;Zhou Xueyan;Liang Baorong;Zhao Chao;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
Yang Yang;Zhou Xueyan;Liang Baorong;Zhao Chao;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:391-392
Structural design of a calculator room with a large span
Cao Long;Yan Jun;Zou Hong;China Aviation Planning and Construction Development Co.;Ltd.;
Cao Long;Yan Jun;Zou Hong;China Aviation Planning and Construction Development Co.;Ltd.;
..............page:393-395
Structure design of large span sloping roof building in mountain area
Yang Wei;Miao Kaifeng;Liu Ting;Wang Shaohe;Wanda Commercial Planning & Research Institute;
Yang Wei;Miao Kaifeng;Liu Ting;Wang Shaohe;Wanda Commercial Planning & Research Institute;
..............page:396-398
Structure calculation and design research of a Radio and TV Tower in Shandong province
Ren Haibo;Zhang Hongyin;Radio;Film and Television Design and Research Institute;
Ren Haibo;Zhang Hongyin;Radio;Film and Television Design and Research Institute;
..............page:399-401
Analysis on gravity second-order effects of high-soft structures with sight-seeing tower
She Guangjun;Meng Zhaopei;Wu Dong;Nanjing Architectural Design and Research Institute Co.;Ltd.;
She Guangjun;Meng Zhaopei;Wu Dong;Nanjing Architectural Design and Research Institute Co.;Ltd.;
..............page:402-405
Discussion on specified horizontal force and torsional drift ratio calculation method
Cao Weiliang;Zhang Liangping;Huasen Architecture & Engineering Design Consultants Ltd.;
Cao Weiliang;Zhang Liangping;Huasen Architecture & Engineering Design Consultants Ltd.;
..............page:406-408
Some problems to be improved considering the quality of construction in structural design
Zhang Lixin;Li Yong;Ma Yuguang;Hebei N.Green Architectural Design Ltd.;
Zhang Lixin;Li Yong;Ma Yuguang;Hebei N.Green Architectural Design Ltd.;
..............page:409-411
Discussions on common problems about shop drawing checking of shear wall structure
Zhang Yonggang;Capital Engineering & Research Incorporation Limited;
Zhang Yonggang;Capital Engineering & Research Incorporation Limited;
..............page:412-414
..............page:415-416
zhao shang yin xing shen zuo fen xing da xia yu shi zheng di tie de pei he she ji
zhen jie ; shi zuo ; chen yun dong ;
zhen jie ; shi zuo ; chen yun dong ;
..............page:417-419
Finite element analysis of the flue gas desulfurization tower structure
Zhang Yunjie;Cheng Xiaoqi;Beijing Victory Star Architectural & Civil Engineering Design Co.;Ltd.;
Zhang Yunjie;Cheng Xiaoqi;Beijing Victory Star Architectural & Civil Engineering Design Co.;Ltd.;
..............page:420-423
Wind induced comfortability study for Shenzhen East Pacific high-rise service apartment linked towers
Ma Hui;Alex To;Feng Xianghua;Neptune Yu;Arup International Consultants Co.;Ltd.;Shenzhen Branch;
Ma Hui;Alex To;Feng Xianghua;Neptune Yu;Arup International Consultants Co.;Ltd.;Shenzhen Branch;
..............page:424-428
Wind tunnel experiment research of large cantilevered roof of Yangzhong Olympic Stadium
Jiang Feng;Zhang Shoufeng;Xiong Pinhua;Wen Yong;Yu Junjun;Zhang Yong;China Architecture Design & Research Group;
Jiang Feng;Zhang Shoufeng;Xiong Pinhua;Wen Yong;Yu Junjun;Zhang Yong;China Architecture Design & Research Group;
..............page:429-432
Some structural BIM software development and its project application
Ji Jun;East China Architectural Design and Research Institute Co.;Ltd.;
Ji Jun;East China Architectural Design and Research Institute Co.;Ltd.;
..............page:433-438
Research on the application of seismic strengthening technology with buckling-restrained braces based on displacement in the existing building
Cao Bingzheng;Zhu Chunming;Zheng Hao;Li Xiangmin;Shanghai Research Institute of Building Sciences Co.;Ltd.;Shanghai Key Laboratory of New Technology Research on Engineering Structure;
Cao Bingzheng;Zhu Chunming;Zheng Hao;Li Xiangmin;Shanghai Research Institute of Building Sciences Co.;Ltd.;Shanghai Key Laboratory of New Technology Research on Engineering Structure;
..............page:439-443
Linear analysis method for structures with EDS and its application
Cai Wenzhang;Chen Ching-Shyang;Poon Ki;Handan Architectural Design & Research Institute;Shanghai Xue Hui Anti-Earthquake Technology Consulting Co.;Ltd.;
Cai Wenzhang;Chen Ching-Shyang;Poon Ki;Handan Architectural Design & Research Institute;Shanghai Xue Hui Anti-Earthquake Technology Consulting Co.;Ltd.;
..............page:444-450
Engineering design of energy dissipation of shear-wall structure with metallic dampers
Li Guangshou;Tian Yu;China Construction Design International;
Li Guangshou;Tian Yu;China Construction Design International;
..............page:451-455
Application of mild-steel damper wall in designing energy dissipation structure
Xia Yao;Zhang Weiyu;Li Delin;Nanjing Kingdom Architecture Design Co.;Ltd.;
Xia Yao;Zhang Weiyu;Li Delin;Nanjing Kingdom Architecture Design Co.;Ltd.;
..............page:456-459
Design of seismic reduction and energy dissipation with dampers in Suqian Business Center Building
Zhang Songlin;Zhang Zhengtao;Liu Weiqing;Nanjing Architectural Design & Research Institute Limited Liability Company;College of Civil Engineering;Nanjing University of Technology;
Zhang Songlin;Zhang Zhengtao;Liu Weiqing;Nanjing Architectural Design & Research Institute Limited Liability Company;College of Civil Engineering;Nanjing University of Technology;
..............page:460-464
Application of the structural system of buckling restrained bracing + reinforced concrete frame in buildings on zones of high seismic precautionary intensity
Li Delin;Sun Yinyu;Li Qiang;Nanjing Kingdom Architecture Design Co.;Ltd.;
Li Delin;Sun Yinyu;Li Qiang;Nanjing Kingdom Architecture Design Co.;Ltd.;
..............page:465-469
Application of buckling restrained brace in the hospital building in high-intensity area
Ma Li;Huang Kunyao;Zhao Xin;Xu Jidong;Second Affiliated Hospital;Zhejiang University College of Medicine;Shanghai WEGO Building Structure Design Co.;Ltd.;
Ma Li;Huang Kunyao;Zhao Xin;Xu Jidong;Second Affiliated Hospital;Zhejiang University College of Medicine;Shanghai WEGO Building Structure Design Co.;Ltd.;
..............page:470-472
Energy-dissipated design of a hospital with viscous dampers
Wang Chengzhi;Huang Zhen;Liu Kang’an;Li Zongjing;School of Civil Engineering;Southeast University;Research Center of Earthquake Resistance and Seismic Reduction of Architectural Engineer;SEU;Nanjing Science and Technology Engineering Co.;Ltd.;
Wang Chengzhi;Huang Zhen;Liu Kang’an;Li Zongjing;School of Civil Engineering;Southeast University;Research Center of Earthquake Resistance and Seismic Reduction of Architectural Engineer;SEU;Nanjing Science and Technology Engineering Co.;Ltd.;
..............page:473-477
Application of buckling-restrained-braces in the seismic strengthening of storey-adding reconstruction of frame structure
Li Mi;Zhu Chunming;Feng Bo;Shanghai Research Institute of Building Science Co.;Ltd.;Shanghai Key Laboratory of New Technology Research on Engineering Structure;
Li Mi;Zhu Chunming;Feng Bo;Shanghai Research Institute of Building Science Co.;Ltd.;Shanghai Key Laboratory of New Technology Research on Engineering Structure;
..............page:478-481
Application of buckling restrained braces in prefabricated reinforced concrete frame for seismic retrofitting
Zhang Weihai;Zhang Xiong;Shanghai Tonggu Structural Engineering Co.;Ltd.;
Zhang Weihai;Zhang Xiong;Shanghai Tonggu Structural Engineering Co.;Ltd.;
..............page:482-485
Discussion on parameter selection of buckling restrained brace
Huang Kunyao;Shanghai;SAFE Seismic Retrofit and Vibration Control Technology Co.;Ltd.;
Huang Kunyao;Shanghai;SAFE Seismic Retrofit and Vibration Control Technology Co.;Ltd.;
..............page:486-488
Analysis and design on seismic strengthening with energy dissipation bracing of integrated office building
Yue Qingxia;Zhang Xin;Wang Qin;Yu Shaolan;Shandong Provincial Key Laboratory of Appraisal and Retrofitting in Building Structures;Shandong Jianzhu University;Department of Civil Engineering;Tsinghua University;Institute of Engineering Appraisal and Strengthening;Shandong Jianzhu University;Shangdong Airlines Ltd.;
Yue Qingxia;Zhang Xin;Wang Qin;Yu Shaolan;Shandong Provincial Key Laboratory of Appraisal and Retrofitting in Building Structures;Shandong Jianzhu University;Department of Civil Engineering;Tsinghua University;Institute of Engineering Appraisal and Strengthening;Shandong Jianzhu University;Shangdong Airlines Ltd.;
..............page:489-492
A new rotational friction concept damper for vibration control of buildings
Imad Mualla;Cao Tiezhu;Kelvin Liu;DAMPTECH;Jebsen Industrial;
Imad Mualla;Cao Tiezhu;Kelvin Liu;DAMPTECH;Jebsen Industrial;
..............page:493-496
Seismic energy consumption analysis of high-rise building structures using viscoelastic dampers
Chen Qi;Yang Jialing;Xi’an University of Technology and Architecture;
Chen Qi;Yang Jialing;Xi’an University of Technology and Architecture;
..............page:497-499
Vibration damping and energy consumption research of tall building
Zheng Jiaming;Zuo Zhongjie;Zhai Chuanming;Zhang Jianrun;Zhang Huadong;C + E Center for Engineering Research Test and Appraisal;Southeast University;
Zheng Jiaming;Zuo Zhongjie;Zhai Chuanming;Zhang Jianrun;Zhang Huadong;C + E Center for Engineering Research Test and Appraisal;Southeast University;
..............page:500-502
Design of SMA wires-fluid viscous damper and energy dissipation research
Liu Haiqing;Lin Zhen;Wang Jinli;College of Architecture Engineering;Liaoning Technical University;
Liu Haiqing;Lin Zhen;Wang Jinli;College of Architecture Engineering;Liaoning Technical University;
..............page:503-506
Preliminary discuss about effective positions of displacement-type dampers in shear wall structure
Cheng Zhihui;Architectural Design & Research Inst.South China University of Technology;
Cheng Zhihui;Architectural Design & Research Inst.South China University of Technology;
..............page:507-510
Research on design method for base isolation structure
Li Yujie;Wang Weizhong;Zhang Liangping;Shenzhen Huasen Architecture and Engineering Designing Consultants Company Limited;
Li Yujie;Wang Weizhong;Zhang Liangping;Shenzhen Huasen Architecture and Engineering Designing Consultants Company Limited;
..............page:511-515
Comparison of interlayer seismic isolation frame structure design between new and old Code for seismic design of buildings
Wu Yinlong;Heng Mintao;Liu Liya;Chen Yi;Beijing Urban Engineering Design & Research Institute Co.;Ltd.;Beijing Petrochemical Engineering Co.;Ltd.;
Wu Yinlong;Heng Mintao;Liu Liya;Chen Yi;Beijing Urban Engineering Design & Research Institute Co.;Ltd.;Beijing Petrochemical Engineering Co.;Ltd.;
..............page:516-519
Storey isolator technology application in integrated transportation hub
Fan Changlong;Arup International Consultant Co.;Ltd.;
Fan Changlong;Arup International Consultant Co.;Ltd.;
..............page:520-523
Study of performance of multilayer frame structure by using base isolation technology
Heng Mintao;Wu Yinlong;Dong Wanhui;Beijing Urban Engineering Design & Research Institute Co.;Ltd.;
Heng Mintao;Wu Yinlong;Dong Wanhui;Beijing Urban Engineering Design & Research Institute Co.;Ltd.;
..............page:524-527
Design of Shanghai Jiujiangtang Villa with combined isolating system
Li Junfeng;Xiong Pinhua;Zhang Shoufeng;China Architecture Design & Research Group;
Li Junfeng;Xiong Pinhua;Zhang Shoufeng;China Architecture Design & Research Group;
..............page:528-531
Seismically isolated design of an office building in Haikou
Dong Yu;China Academy of Building Research Hainan Branch;
Dong Yu;China Academy of Building Research Hainan Branch;
..............page:532-533
Application case using seismic isolation technology in post-disaster reconstruction
Pan Yi;Li Jiajia;Ji Chenlong;Wang Chao;School of Civil Engineering;Southwest Jiaotong University;Key Laboratory of Urban and Architectural Heritage Conservation;Ministry of Education;Southeast University;Nanjing Architectural Design & Research Institute Co.;Ltd.;
Pan Yi;Li Jiajia;Ji Chenlong;Wang Chao;School of Civil Engineering;Southwest Jiaotong University;Key Laboratory of Urban and Architectural Heritage Conservation;Ministry of Education;Southeast University;Nanjing Architectural Design & Research Institute Co.;Ltd.;
..............page:534-537
Analysis on spring soft-collision limiting displacement of isolating structure in near-fault ground motions
Sun Huan;Han Miao;Duan Yanling;School of Civil Engineering & Traffic Engineering;Beijing University of Civil Engineering & Architecture;
Sun Huan;Han Miao;Duan Yanling;School of Civil Engineering & Traffic Engineering;Beijing University of Civil Engineering & Architecture;
..............page:538-541
Seismic resisting analysis of SBS material to masonry buildings
Wang Jinchang;Qian Guozhen;Ma Hongguan;Shen Xinghua;Institute of Transportation Engineering;Zhejiang University;Institute of Tianyuan Architectural Design;Science and Technology Bureau of Pinghu City;
Wang Jinchang;Qian Guozhen;Ma Hongguan;Shen Xinghua;Institute of Transportation Engineering;Zhejiang University;Institute of Tianyuan Architectural Design;Science and Technology Bureau of Pinghu City;
..............page:542-544
Application of rubber bearings in building structures
Xu Yaling;Cao Jialiang;China Institute of Geotechnical Inverstigation and Surveying;Tongji University;
Xu Yaling;Cao Jialiang;China Institute of Geotechnical Inverstigation and Surveying;Tongji University;
..............page:545-548
Simulation on soil-structure interaction for lead core rubber bearing isolations structure
Zhao Haili;China Railway Fifth Survey and Design Institute Group Co.;Ltd.;
Zhao Haili;China Railway Fifth Survey and Design Institute Group Co.;Ltd.;
..............page:549-550
Basic measures to protect buildings and structures from environment vibration,wind-induced vibration and earthquake
Li Ying;Fan Lihui;Qiu Yonggang;GERB Vibration Control Co.;Ltd.;
Li Ying;Fan Lihui;Qiu Yonggang;GERB Vibration Control Co.;Ltd.;
..............page:551-553
Study on structure retrofit of Beijing Shijitianqiao building
Zhang Xiangyong;Beijing Institute of Architectural Design;
Zhang Xiangyong;Beijing Institute of Architectural Design;
..............page:554-557
Design and strengthened method of the ground floor of the National Museum
Huang Ruhui;Yang Tao;China Academy of Building Research;
Huang Ruhui;Yang Tao;China Academy of Building Research;
..............page:558-561
Renovation and strengthening of a commercial building project
Wen Yong;China Architecture Design & Research Group;
Wen Yong;China Architecture Design & Research Group;
..............page:562-565
Design examples about an art museum reinforcement and renovation engineering
Zhang Lixin;Zhang Xiang;Wang Yongzhen;Hebei N.Green Architectural Design Ltd.;
Zhang Lixin;Zhang Xiang;Wang Yongzhen;Hebei N.Green Architectural Design Ltd.;
..............page:566-569
Reinforcement design of an adding-story alteration building
Ye Bin;Xu Jin;Jiang Ning;Hangzhou Lianzong Planning and Building Design Co.;Ltd.;College of Architecture and Civil Engineering;Zhejiang University of Science and Technology;China United Engineering Corporation;
Ye Bin;Xu Jin;Jiang Ning;Hangzhou Lianzong Planning and Building Design Co.;Ltd.;College of Architecture and Civil Engineering;Zhejiang University of Science and Technology;China United Engineering Corporation;
..............page:570-573
Seismic strengthening design of an office building in Inner
Zheng Yongfeng;Tao Huaqing;Wei Xiaodong;Xu Xinsheng;Shandong Provincial Architectural Design Institute;University of Jinan;
Zheng Yongfeng;Tao Huaqing;Wei Xiaodong;Xu Xinsheng;Shandong Provincial Architectural Design Institute;University of Jinan;
..............page:574-577
Reinforcement design of an office building
Zhai Lei;Shan Tijian;Zhao Bingbing;Shi Changling;Zibo Huayi Architectural Design Co.;ltd.;
Zhai Lei;Shan Tijian;Zhao Bingbing;Shi Changling;Zibo Huayi Architectural Design Co.;ltd.;
..............page:578-580
Seismic reinforcement design of an office building
Zhang Xiong;Zhang Weihai;Li Yan;Shanghai Tonggu Structural Engineering Co.;Ltd.;
Zhang Xiong;Zhang Weihai;Li Yan;Shanghai Tonggu Structural Engineering Co.;Ltd.;
..............page:581-583
Seismic strengthening design of a slab-column structure
Zhang Xinxian;Yuan Peng;Planning and Design Institute of Forest Products Industry;State Forestry Administration;Jianyan SeismoTec Co.;Ltd.;Institute of Earthquake Engineering;China Academy of Building Research;
Zhang Xinxian;Yuan Peng;Planning and Design Institute of Forest Products Industry;State Forestry Administration;Jianyan SeismoTec Co.;Ltd.;Institute of Earthquake Engineering;China Academy of Building Research;
..............page:584-585
Structure strengthening design for adding floor of building
Bao Yuming;Fan Benhui;Zhao Yanqiu;Jiang Yinhua;Nanjing Military Area Architecture Design Institute;Nanjing Military Area Logistics Department Direct Office;
Bao Yuming;Fan Benhui;Zhao Yanqiu;Jiang Yinhua;Nanjing Military Area Architecture Design Institute;Nanjing Military Area Logistics Department Direct Office;
..............page:586-588
Technologies of seismic reinforcement for old residential masonry structures
Yang Jing;Tan Jun;Liu Qi;Zhai Chuanming;C + E Center for Engineering Research Test and Appraisal;
Yang Jing;Tan Jun;Liu Qi;Zhai Chuanming;C + E Center for Engineering Research Test and Appraisal;
..............page:589-591
Protection and reinforcement of retention outer wall in historic preservation building
Xu Yangbin;Zhu Linhui;Wang Yu;Ling Xuhui;China Architecture Design & Research Group;Shanghai No.1 Construction Co.;Ltd.;
Xu Yangbin;Zhu Linhui;Wang Yu;Ling Xuhui;China Architecture Design & Research Group;Shanghai No.1 Construction Co.;Ltd.;
..............page:592-595
Reinforcement and reconstruction of the hundred years building after the fire
Liu Wei;Harbin Architectural Design Institute;
Liu Wei;Harbin Architectural Design Institute;
..............page:596-599
Renovation of the ancient buildings in Dangkou ancient town
Li Kaiwen;Tang Limei;Wuxi City College;Wuxi Environment Science and Engineering Research Centre;Wuxi Municipal Design Institute Co.;Ltd.;
Li Kaiwen;Tang Limei;Wuxi City College;Wuxi Environment Science and Engineering Research Centre;Wuxi Municipal Design Institute Co.;Ltd.;
..............page:600-604
Dynamic analysis and vibration reduction transformation design of CT room floor
Zhang Huadong;Zuo Zhongjie;Zheng Jiaming;Wang Li;Zhai Chuanming;C +E Center for Engineering Research Test and Appraisal;China Electronics Engineering Design Institute;
Zhang Huadong;Zuo Zhongjie;Zheng Jiaming;Wang Li;Zhai Chuanming;C +E Center for Engineering Research Test and Appraisal;China Electronics Engineering Design Institute;
..............page:605-608
Analysis of relative compression height in the strengthened beam by epoxy-bonded plate under the opposite side loading condition
Jiang Daopu;Zhu Tun;Liu Wenbin;Lin Kun;Fujian Academy of Building Research;College of Civil Engineering and Architecture;Guilin University of Technology;
Jiang Daopu;Zhu Tun;Liu Wenbin;Lin Kun;Fujian Academy of Building Research;College of Civil Engineering and Architecture;Guilin University of Technology;
..............page:609-611
Detection and safety appraisal of China Foreign Exchange Trade System Building at the Bund of Shanghai
Li Yongsheng;Shanghai Research Institute of Building Sciences Limited Company;Shanghai Key Laboratory of New Technology Research on Engineering Structure;
Li Yongsheng;Shanghai Research Institute of Building Sciences Limited Company;Shanghai Key Laboratory of New Technology Research on Engineering Structure;
..............page:612-615
Seismic appraisement of the precast-monolithic reinforced concrete frame
Wang Juanjuan;Liu Qi;He Chuankai;Zhai Chuanming;C +E Center for Engineering Research Test and Appraisal;
Wang Juanjuan;Liu Qi;He Chuankai;Zhai Chuanming;C +E Center for Engineering Research Test and Appraisal;
..............page:616-619
Identification and reinforce treatment of a multiplayer masonry building
Bie Mingjuan;Kou Yingxia;Zhai Chuanming;Bai Weiliang;C +E Center for Engineering Research Test and Appraisal;
Bie Mingjuan;Kou Yingxia;Zhai Chuanming;Bai Weiliang;C +E Center for Engineering Research Test and Appraisal;
..............page:620-624
Discussion on seismic appraisal and strengthening of primary and secondary school buildings
Lou Xin;Pei Zhaozhen;Jiang Liping;Shandong Provincial Academy of Building Research;
Lou Xin;Pei Zhaozhen;Jiang Liping;Shandong Provincial Academy of Building Research;
..............page:625-627
Seismic appraisal design of an office building in Beijing
Wang Chao;Wang Wei;Chen Yundong;Chen Yue;Zheng Hongwei;China Architecture Design & Research Group;Jining City Development and Investment Limited Liability Company;
Wang Chao;Wang Wei;Chen Yundong;Chen Yue;Zheng Hongwei;China Architecture Design & Research Group;Jining City Development and Investment Limited Liability Company;
..............page:628-630
Seismic appraisal of a bottom frame for brick houses
Tao Shuizhong;Beijing Municipal Engineering Research Institute;
Tao Shuizhong;Beijing Municipal Engineering Research Institute;
..............page:631-633
Investigation of seismic appraisal for a building built in the period of the Republic of China in Nanjing
Wang Lizhong;Li Liang;Hu Xin;Zhao Wei;Duan Yanfang;C +E Center for Engineering Research Test and Appraisal;
Wang Lizhong;Li Liang;Hu Xin;Zhao Wei;Duan Yanfang;C +E Center for Engineering Research Test and Appraisal;
..............page:634-637
Study on monitor of transformation of National Stadium
Wu Yuanhua;Shen Bin;Xu Ruilong;Qian Yingxin;Beijing Construction Engineering Research Institute Co.;Ltd.;
Wu Yuanhua;Shen Bin;Xu Ruilong;Qian Yingxin;Beijing Construction Engineering Research Institute Co.;Ltd.;
..............page:638-641
Design and application of new monitoring system in electric power tunnel structures
Wang Li;He Chuankai;Xu Jiaoyu;Kou Yingxia;Zhang Wei;Zhai Chuanming;China Electronics Engineering Design Institute;C + E Center for Engineering Research Test and Appraisal;China National Center for Quality Supervision and Test of Construction Engineering;China Iron & Steel Research Institute Group;
Wang Li;He Chuankai;Xu Jiaoyu;Kou Yingxia;Zhang Wei;Zhai Chuanming;China Electronics Engineering Design Institute;C + E Center for Engineering Research Test and Appraisal;China National Center for Quality Supervision and Test of Construction Engineering;China Iron & Steel Research Institute Group;
..............page:642-644
xiang ji jian kong ji lu yi ke shi she xiang jian ce mu jie gou huan yang shu zhi jia gu xiao guo
zhang zuo ; lin jin tao ;
zhang zuo ; lin jin tao ;
..............page:645-647
Performance-based design of large span steel structures and a living example
Ou Tong;Tan Jian;The Architectural Design and Reasearch Institute of Guangdong Province;
Ou Tong;Tan Jian;The Architectural Design and Reasearch Institute of Guangdong Province;
..............page:648-653
Revised semi-active control algorithms of large-span space structures based on MR Damper with bidirectional adjusting damping force
Zhang Lu;Zhu Bingyin;China Architectural Design & Research Group;
Zhang Lu;Zhu Bingyin;China Architectural Design & Research Group;
..............page:654-657
Seismic analysis of one steel structure with prestressed funicular network using ANSYS
Zhang Yuelou;Shanghai No.2 Construction Co.;Ltd.Engineering Research Institute;
Zhang Yuelou;Shanghai No.2 Construction Co.;Ltd.Engineering Research Institute;
..............page:658-661
Nonlinear dynamic analysis on steel roof of a large-span hybrid structure
Sun Honggang;Su Lei;Huang Yun;Jiangsu Future Land Co.;Ltd.;Beijing SBS Architectural Design Co.;Ltd.;Shanghai Zhenhua Heavy Industry Co.;Ltd.;
Sun Honggang;Su Lei;Huang Yun;Jiangsu Future Land Co.;Ltd.;Beijing SBS Architectural Design Co.;Ltd.;Shanghai Zhenhua Heavy Industry Co.;Ltd.;
..............page:662-664
Application of RCM algorithm in cable-membrane structural FEM analysis
Qiao Lei;Zhao Lezhi;Urban Construction Design & Research Institute;Beijing General Municipal Engineering Design & Research Institute;
Qiao Lei;Zhao Lezhi;Urban Construction Design & Research Institute;Beijing General Municipal Engineering Design & Research Institute;
..............page:665-668
Analysis on stability of steel roof in Jilin Stadium
Zhang Hui;Si Bin;China Academy of Building Research;China Architecture Design & Research Group;
Zhang Hui;Si Bin;China Academy of Building Research;China Architecture Design & Research Group;
..............page:669-670
Unloading construction technique for steel roof of terminal building of Nanyang Airport
Zhang Lihua;Quality Supervision and Test Station of Construction Engineering;
Zhang Lihua;Quality Supervision and Test Station of Construction Engineering;
..............page:671-673
Unloading analysis for steel roof of terminal building of Nanyang Airport
Zhang Lihua;Quality Supervision and Test Station of Construction Engineering;
Zhang Lihua;Quality Supervision and Test Station of Construction Engineering;
..............page:674-676
Wind vibration and practical design of single cable-network structure for glass curtain wall
Yao Jinman;Duan Hongtao;Zhejiang Zhongnan Construction Group Ltd.;
Yao Jinman;Duan Hongtao;Zhejiang Zhongnan Construction Group Ltd.;
..............page:677-681
Deflection analysis of curtain wall column structure considering supporting displacement
Yao Jinman;Duan Hongtao;Zhejiang Zhongnan Construction Group Ltd.;
Yao Jinman;Duan Hongtao;Zhejiang Zhongnan Construction Group Ltd.;
..............page:682-686
Seismic design of large support steel structures for curtain wall
Kong Xianghong;Chai Haidong;Shanghai Chengxiang Architectural Design Institute Co.;Ltd.;CMIIC Steel Structure Co.;Ltd.;
Kong Xianghong;Chai Haidong;Shanghai Chengxiang Architectural Design Institute Co.;Ltd.;CMIIC Steel Structure Co.;Ltd.;
..............page:687-689
Steel structure design and hanging column joint experimental analysis of Suntech Solar Energy Research Building
Xu Wenxi;Qiu Zhibin;Zhai Yongwei;Suzhou Institute of Architectural Design Co.;Ltd.;
Xu Wenxi;Qiu Zhibin;Zhai Yongwei;Suzhou Institute of Architectural Design Co.;Ltd.;
..............page:690-695
Steel structure design of a museum
Yang Wei;Zhang Ye;Wang Libo;Sun Yuanyuan;China Architecture Design & Research Group;
Yang Wei;Zhang Ye;Wang Libo;Sun Yuanyuan;China Architecture Design & Research Group;
..............page:696-698
Design discussion of suspension structure with oblique crossing lattice tube and concentrically-braced frame
Han Lijun;Chen Lei;Yin Huagang;Wang Feiyu;Zhuobo Architectural & Engineering Design Co.;Ltd.;Beijing Tianrun Construction Corporation;
Han Lijun;Chen Lei;Yin Huagang;Wang Feiyu;Zhuobo Architectural & Engineering Design Co.;Ltd.;Beijing Tianrun Construction Corporation;
..............page:699-701
Research and application of modular multi-tall steel industrialized housing system
Yang Jianxing;Wang Rongbiao;Zhejiang Construction Industry Research Institute;
Yang Jianxing;Wang Rongbiao;Zhejiang Construction Industry Research Institute;
..............page:702-705
Reinforcement decompression steel-frame design for antique buildings after earthquake
Zhang Xiangdong;Xiao Shengli;Xia Qi;Gu Hongxun;Zhao Gang;Ren Kebin;Henan Province Construction Group Co.;Ltd.;Henan Antique Building Protection and Design’s Research Center;
Zhang Xiangdong;Xiao Shengli;Xia Qi;Gu Hongxun;Zhao Gang;Ren Kebin;Henan Province Construction Group Co.;Ltd.;Henan Antique Building Protection and Design’s Research Center;
..............page:706-708
Introduction of steel structure design of hot-blast stove system
Xiao Chunxia;SINOSTEEL Engineering Design & Research Institute Co.;Ltd.;
Xiao Chunxia;SINOSTEEL Engineering Design & Research Institute Co.;Ltd.;
..............page:709-712
Finite element analysis of seismic behavior on cellular beam and fabricated perforated beams to column connection
Zhang Yanxia;Li Yunpeng;Zhang Wanhui;Liu Lili;Beijing University of Civil Engineering and Architecture;Hunchun Branch;Jilin Province Northeast Asia Railway Group Co.;Ltd.;
Zhang Yanxia;Li Yunpeng;Zhang Wanhui;Liu Lili;Beijing University of Civil Engineering and Architecture;Hunchun Branch;Jilin Province Northeast Asia Railway Group Co.;Ltd.;
..............page:713-715
Research on hysteretic model of overlapped CHS K-joints
Wang Bin;Zhao Xianzhong;Department of Building Engineering;Tongji University;
Wang Bin;Zhao Xianzhong;Department of Building Engineering;Tongji University;
..............page:716-720
Comparative study on mechanical behavior of modified connections of steel frame
Sun Yuping;Wu Guodong;Department of Civil Engineering;Lanzhou Technological University;
Sun Yuping;Wu Guodong;Department of Civil Engineering;Lanzhou Technological University;
..............page:721-725
Analysis and design of steel corbel-steel sleeve joint
Zhao Fuling;Xu Min;Wang Jian;Central-South Architectural Design Institute Co.;Ltd.;
Zhao Fuling;Xu Min;Wang Jian;Central-South Architectural Design Institute Co.;Ltd.;
..............page:726-729
Overview for support design of steel structure
Wang Lianqing;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
Wang Lianqing;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:730-732
Application of spherical steel bearings in building structures
Xu Yaling;Cao Jialiang;China Institute of Geotechnical Inverstigation and Surveying;Tongji University;
Xu Yaling;Cao Jialiang;China Institute of Geotechnical Inverstigation and Surveying;Tongji University;
..............page:733-735
Study on the application of SRC columns in frame-supported shear wall structure
Ma Fu;Yan Yuan;Qin Qifeng;Institute of Architecture and Civil Engineering of Taiyuan University of Technology;
Ma Fu;Yan Yuan;Qin Qifeng;Institute of Architecture and Civil Engineering of Taiyuan University of Technology;
..............page:736-741
Experimental study on partially steel tube-confined RC column
Wu Yuntian;Jiang Kaixuan;Key Lab of Chinese Education Ministry for Construction and New Technology of Mountain Cities;Chongqing University;College of Civil Engineering;Chongqing University;
Wu Yuntian;Jiang Kaixuan;Key Lab of Chinese Education Ministry for Construction and New Technology of Mountain Cities;Chongqing University;College of Civil Engineering;Chongqing University;
..............page:742-745
Finite element analysis on concrete filled steel tube nodes of a high-rise structure
Yin Haipeng;Shi Hong;Shi Jie;Ma Xiaolei;China Architecture Design & Research Group;
Yin Haipeng;Shi Hong;Shi Jie;Ma Xiaolei;China Architecture Design & Research Group;
..............page:746-749
Seismic behavior of rectangular steel tube confined high strength reinforced concrete short columns
Ye Jiaxi;Sun Yanna;Zhang Zhenxing;Xiao Jian;China United Engineering Corporation;
Ye Jiaxi;Sun Yanna;Zhang Zhenxing;Xiao Jian;China United Engineering Corporation;
..............page:750-753
Performance analysis on multi-cell T-shaped concrete filled steel tubular long cloumn under eccentric compression
Li Xuechen;Wu Xiaolan;Zuo Zhongjie;Zhang Huadong;Wang Li;C +E Center for Engineering Research Test and Appraisal;China Building Technique Group Co.;Ltd.;China Electronics Engineering Design Institute;
Li Xuechen;Wu Xiaolan;Zuo Zhongjie;Zhang Huadong;Wang Li;C +E Center for Engineering Research Test and Appraisal;China Building Technique Group Co.;Ltd.;China Electronics Engineering Design Institute;
..............page:754-758
Analysis on modality of stiffening plate of super columns in Ping’ an IFC
Guo Feng;Huang Yongjun;China Construction Design International Co.;Ltd.;
Guo Feng;Huang Yongjun;China Construction Design International Co.;Ltd.;
..............page:759-761
RC column with bundle confinement tube at ends
Jing Denghu;Liu Xudong;Cao Shuangyin;School of Civil Engineering;Southeast University;
Jing Denghu;Liu Xudong;Cao Shuangyin;School of Civil Engineering;Southeast University;
..............page:762-765
Application of half-precast concrete structures in HDB building in Singapore
Zhang Zhenkun;Tianjin Xingweijian Consultants Pte Ltd;
Zhang Zhenkun;Tianjin Xingweijian Consultants Pte Ltd;
..............page:766-769
Analysis on the mechanical behaviors of reinforced concrete conversions trusses in different forms
Ma Fu;Qin Qifeng;Yan Yuan;College of Architecture and Civil Engineering of Taiyuan University of Technology;
Ma Fu;Qin Qifeng;Yan Yuan;College of Architecture and Civil Engineering of Taiyuan University of Technology;
..............page:770-775
Seismic behavior analysis of different section special-shaped columns joints
Liu Haiqing;Kong Deli;Wang Jinli;College of Civil Engineering and Architecture;Liaoning Technical University;
Liu Haiqing;Kong Deli;Wang Jinli;College of Civil Engineering and Architecture;Liaoning Technical University;
..............page:776-779
Internal force analysis on the node when the column deflects
Yang Xiaoliang;Shanghai Chengxiang Architectural Design Institute Co.;Ltd.;
Yang Xiaoliang;Shanghai Chengxiang Architectural Design Institute Co.;Ltd.;
..............page:780-782
Seismic behavior study of 135° L form reinforced concrete column side joints
Wang Jinli;Liu Haiqing;Kong Deli;College of Architecture Engineering;Liaoning Technical University;
Wang Jinli;Liu Haiqing;Kong Deli;College of Architecture Engineering;Liaoning Technical University;
..............page:783-785
Dynamic response and parametric analysis on reinforced concrete slabs under blast loadings
Li Tianhua;Zhao Junhai;Wei Xueying;Dong Xiaoming;Kong Wei;School of Civil Engineering;Chang’ an University;Highway School;Chang’an University;China State Construction Eng.Corp.Ltd.;
Li Tianhua;Zhao Junhai;Wei Xueying;Dong Xiaoming;Kong Wei;School of Civil Engineering;Chang’ an University;Highway School;Chang’an University;China State Construction Eng.Corp.Ltd.;
..............page:786-790
Research on bearing capacity of loaded component under the artificial climate environment
Wang Jiandong;Lu Lie;College of Civil Engineering and Architecture;Zhejiang University of Technology;
Wang Jiandong;Lu Lie;College of Civil Engineering and Architecture;Zhejiang University of Technology;
..............page:791-793
Numerical simulation on the effect of FRP sheet width on bonding performance of FRP-concrete interface
He Zhujie;Xu Tao;Song Baodong;Tang Chun’an;China Construction Design International Co.;Ltd.;Center for Material Failure Modelling Research;Dalian University;School of Civil Engineering;Dalian University of Technology;
He Zhujie;Xu Tao;Song Baodong;Tang Chun’an;China Construction Design International Co.;Ltd.;Center for Material Failure Modelling Research;Dalian University;School of Civil Engineering;Dalian University of Technology;
..............page:794-800
Probability analysis of hyperbolic cooling tower with initial geometrical imperfections
Wu Yibin;Jin Guofang;Qu ge;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;Shipbuilding NDRI Engineering Co.;Ltd.;Shipbuilding;NDRI Engineering Co.;Ltd.;
Wu Yibin;Jin Guofang;Qu ge;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;Shipbuilding NDRI Engineering Co.;Ltd.;Shipbuilding;NDRI Engineering Co.;Ltd.;
..............page:801-805
Design of fixed buttress of directly-burying pipeline
Zhu Hongmei;Liang Xingwen;Wei Xiao;Yin Liang;Northwest Research Institute of Engineering Investigations and Design;Xi’ an University of Architecture and Technology;Shaanxi Coal Mining Hancheng Mining Co.;Ltd.;China United Northwest Institute for Engineering Design and Research;
Zhu Hongmei;Liang Xingwen;Wei Xiao;Yin Liang;Northwest Research Institute of Engineering Investigations and Design;Xi’ an University of Architecture and Technology;Shaanxi Coal Mining Hancheng Mining Co.;Ltd.;China United Northwest Institute for Engineering Design and Research;
..............page:806-807
Simplified analysis of interaction between upper structure and foundation soils
Sun Chengchao;Zhao Hui;Beijing Victory Star Architectural & Civil Engineering Design Co.;Ltd.;
Sun Chengchao;Zhao Hui;Beijing Victory Star Architectural & Civil Engineering Design Co.;Ltd.;
..............page:808-812
Application of beamless slab structure in underground garage
Yuan Jinwen;Beijing Huazi Engineering Design Company;
Yuan Jinwen;Beijing Huazi Engineering Design Company;
..............page:813-817
Brief analysis of reinforcing bars when high-level structure basement retaining wall and structural vertical shear wall coincide
Guo Fengtao;Jiang Guoqiong;China Construction Design International;
Guo Fengtao;Jiang Guoqiong;China Construction Design International;
..............page:818-821
Optimized design of structure of underground garage
Wang Qiang;Wang Yong;Cui Caiqin;Tianhongyuanfang Architectural Design Co.;Ltd.;Kexin Detection of Construction Project Co.;Ltd.;China State Construction Engineering Co.;Ltd.;
Wang Qiang;Wang Yong;Cui Caiqin;Tianhongyuanfang Architectural Design Co.;Ltd.;Kexin Detection of Construction Project Co.;Ltd.;China State Construction Engineering Co.;Ltd.;
..............page:822-823
Calculation of basement horizontal loads
Huang Hua;Yu Junjun;China Shipbuilding NDRI Engineering Co.;Ltd.;China Architecture Design & Research Group;
Huang Hua;Yu Junjun;China Shipbuilding NDRI Engineering Co.;Ltd.;China Architecture Design & Research Group;
..............page:824-826
Anti-floating design of Suzhou Art Museum and Cultural Center
Shi Yuanyuan;Pan Jiayi;Chen Minfeng;Suzhou Huazao Architectural Design Co.;Ltd.;
Shi Yuanyuan;Pan Jiayi;Chen Minfeng;Suzhou Huazao Architectural Design Co.;Ltd.;
..............page:827-831
Anti-float design and foundation settlement controlling measure for certain real project
Cheng Xiaoqi;Zhang Yunjie;Wang Hao;Beijing Victory Star Architectural & Civil Engineering Design Co.;Ltd.;Longde Real Estate Co.;Ltd.;
Cheng Xiaoqi;Zhang Yunjie;Wang Hao;Beijing Victory Star Architectural & Civil Engineering Design Co.;Ltd.;Longde Real Estate Co.;Ltd.;
..............page:832-834
Insufficient anti-uplift accident analysis and treatment of an underground garage
Mi Wenjie;Changzhou Institute of Planning and Design;
Mi Wenjie;Changzhou Institute of Planning and Design;
..............page:835-838
Design of pre-stressed concrete tubular pile foundation in the coastal areas
Ding Xin;Nanjing Kingdom Architecture Design Co.;Ltd.;
Ding Xin;Nanjing Kingdom Architecture Design Co.;Ltd.;
..............page:839-843
Pile foundation optimization design of complex soil layers in the Changxing AB Block project
Wu Binjie;Zhu Linhui;Ma Haiying;Wan Xiaohua;Yu Nan;China Architecture Design & Research Group;
Wu Binjie;Zhu Linhui;Ma Haiying;Wan Xiaohua;Yu Nan;China Architecture Design & Research Group;
..............page:844-846
Experimental study on horizontal bearing capacity of prestressed high-intensity concrete pipe pile
Zhu Weiping;Xu Zhishan;Dalian Pioneer Architectural Design & Consulting Co.;Ltd.;
Zhu Weiping;Xu Zhishan;Dalian Pioneer Architectural Design & Consulting Co.;Ltd.;
..............page:847-849
Determination of dead load test maximum load value of pile foundation
Yang Hong;Nanhai Tuhan Building Technical Service Co.;Ltd.;
Yang Hong;Nanhai Tuhan Building Technical Service Co.;Ltd.;
..............page:850-852
Application of composite foundation consisting of pressure pumped plain concrete piling by continuous auger drilling
Zhu Yi;Yang Jingming;Suzhou Institute of Architectural Design Co.;Ltd.;Suzhou Huazao Architectural Design Co.;Ltd.;
Zhu Yi;Yang Jingming;Suzhou Institute of Architectural Design Co.;Ltd.;Suzhou Huazao Architectural Design Co.;Ltd.;
..............page:853-855
A comparison research of changing and filling with sandy gravel or the piles in the foundation treatment of the New World of Prosperous Times’s 2# Building
Ma Tailei;Zhi Lijun;Li Shanshan;Luoyang New World Real Estate Group Co.;Ltd.;
Ma Tailei;Zhi Lijun;Li Shanshan;Luoyang New World Real Estate Group Co.;Ltd.;
..............page:856-857
Design and construction problems of anti-floating pile in underground civil air defence engineering
Zhang Jinlan;Jiangsu Second Architectural Design & Research Institute Corporation Limited;
Zhang Jinlan;Jiangsu Second Architectural Design & Research Institute Corporation Limited;
..............page:858-861
Foundation design of S5# building in Daqi Square
Wang Jin;He Xiangyu;Zhang Huaiyong;China Architecture Design & Research Group;
Wang Jin;He Xiangyu;Zhang Huaiyong;China Architecture Design & Research Group;
..............page:862-864
Top-down construction method and design of underground department store under square
Chen Zuqiang;Tang Jinping;Constructional Drawing Examination Center;Zhonghuajian Conceptual Design and Research Institute Co.;Ltd.of Beijing;
Chen Zuqiang;Tang Jinping;Constructional Drawing Examination Center;Zhonghuajian Conceptual Design and Research Institute Co.;Ltd.of Beijing;
..............page:865-867
Construction scheme research of cross section between newly built tunnel and existing tunnel
Zhao Lezhi;Qiao Lei;Beijing General Municipal Engineering Design & Research Institute;Urban Construction Design & Research Institute;
Zhao Lezhi;Qiao Lei;Beijing General Municipal Engineering Design & Research Institute;Urban Construction Design & Research Institute;
..............page:868-870
Reasonable use of the old foundation in plant transformation
Yang Yudong;Datong Institute of Architectural Design;
Yang Yudong;Datong Institute of Architectural Design;
..............page:871-872
..............page:873-874
..............page:873