Building Structure 2016 Issue S1 High-rise structural design of the Yinchuan Greenland Center

High-rise structural design of the Yinchuan Greenland Center
Zhao Yantong;Swanson James;Ching Wilson;Lim Jimmy;Halvorson and Partners;

..............page:1-5

Structural design of office building in Nanning
Peng Yifeng;Chen Ying;RBS Architectural Engineering Design Associates;

..............page:6-10

Structure design of CCCC International Center
Zhao Panyu;Zhang Sha;Zeng Jinghao;Tao Anping;Cao Mingguang;Xiang Zhiquan;Sichuan Cendes Building Engineering Design Co.;Ltd.;

..............page:11-17

Structure design of Xi’an Yong Li International Financial Center
Xia Xuejiao;AECOM;

..............page:18-22

Vertical deformation analysis of main building of Hainan Building
Zhang Xiongdi;Zhang Fukui;Ren Qingying;China Architecture Design Group;

..............page:23-27

Design of tall mixed structure of Sanmenxia media main building
Feng Zhe;Zhang Hongyin;Qin Ke;Dai Xue;Radio;Film and Television Design and Research Institute;

..............page:28-32

Research on structural design of China Resources Headquarters Shenzhen bay mixed development Project“Bai Ning Garden”
Peng Zhaocai;Huang Yongjun;He Shasha;Xie Haibing;Lan Caixia;Hu Jianhong;Chen Tianming;CCDI International Design Consultants Co.;Ltd.;China Resources Shenzhen Bay Development Co.;Ltd.;

..............page:33-39

Structural design of Zhongshan International Lighting City
Chen Jianhua;Shenzhen General Institute of Architectural Design and Research;

..............page:40-42

Structural design and analysis of C Tower of EVERGRANDE International Center
Zhang Lu;Zhu Yufeng;Zhang Zuojia;China Architecture Design Group;

..............page:43-47

Structural design and analysis of D business area of EVERGRANDE International Center
Zhang Lu;Rui Jianhui;Hou Pengcheng;China Architecture Design Group;

..............page:48-53

Structural design and analysis of G podium of EVERGRANDE International Center
Zhang Lu;Zhang Zuojia;Guo Qiang;China Architecture Design Group;Beijing University of Civil Engineering and Architecture;

..............page:54-58

Structure design on a ultra-limit high-rise building in intensity region 7(0.15g)
Niu Lijun;Zhang Yanghui;Sun Defeng;Architectural design Co.;Ltd.of Shanghai United Design;

..............page:59-62

gan su qing yang wan long hong ye da xia jie gou she ji
shi jie ; niu ben ;

..............page:63-66

Structure design of D seat in Southeast International Shipping Center
He Xiangyu;Dong Zhou;Guo Junjie;Wang Chao;China Architecture Design Institute Co.;Ltd.;

..............page:67-71

Structural design of POSCO Center
Zhang Meng;Jin Chun’ai;Ma Yuhu;Guo Tianhan;Rui Jianhui;Yang Ting;Xiao Yaozu;Xu Hongyan;China Architecture Design Group;POSCO Engineering & Construction Co.;Ltd.;

..............page:72-78

Structure design of building of Baijilong project
He Ximing;Xu Qing;Hu Bin;Yuan Kun;Yan Zhongwei;China Architecture Design Group;

..............page:79-84

Structural design of the B&C buildings of Jinan Aoti Financial Center
Hu Bin;Li Chunlong;Bao Weili;Wei Shen;Liu Songhua;Xu Qing;Zhou Xin;Yang Yang;Lu Yuanyuan;Bi Lei;China Architecture Design Group;

..............page:85-90

Structure design of the building of Henan Chamber of Commerce
Li Hulin;Li Yamin;Xiao Guangcheng;NO.6 Institute of Project Planning & Research of Machinery Industry;

..............page:91-95

Structural design of a high-rise risidential building in Haikou
Li Peng;Liu Zheng;Wen Shanping;Dalian Wanda Commercial Properties Co.;Ltd.;Design Center;

..............page:96-100

Structural design of 39# building of Shandong Yinfeng Creative Industry Center
Zhang Dawei;Guo Jianjun;Jiang Wenming;Shandong Tongyuan Design Group Co.;Ltd.;Department of Structural Engineering;Tongji University;

..............page:101-104

Structural design and analysis of national( Qiaodao) communications industry park
Zhang Lu;Guo Xiang;Rui Jianhui;Guo Yunlong;China Architecture Design Group;Qingdao Jianlu Engineering Consulting Co.;Ltd.;

..............page:105-108

Structure design of B2 building on Yuntou Fortune Plaza
Zhi Ping;Shanghai Xian Dai Architectural Design Co.;Ltd.;

..............page:109-114

Structural design of Rong Yue Hua Fu in Yancheng
Hao Guolong;Yu Boning;Liu Xun;Zhang Shixiong;Gao Yanliang;China Architectural Design Institute Co.;Ltd.;

..............page:115-118

Structural design and analysis of Wanda Plaza ultra limit high-rise building
Hu Yuming;China Railway Shanghai Design Institute Group Co.;Ltd.;

..............page:119-121

Structural design of Hangzhou INTIME City
Huang Jiang;Wang Shicun;Wang Zhuoxiong;Hanjia Design Group Co.;Ltd.;

..............page:122-127

xing hai wan gu cheng bao jiu dian jie gou she ji
zhang meng ; xue hong xia ; yang zuo ; zhang gen yu ; guo tian zuo ; ma yu hu ;

..............page:128-131

Structural design of Dahua Jinxiu Holiday Inn
Wang Jiandong;Xu Ning;Shanghai Branch;Hebei Architectural Design & Research Institute Co.;Ltd.;

..............page:132-136

Research on key problems on the design of a connected structure of Zhengzhou Xinggang mansion
Zhao Xudong;East China Architectural Design & Research Institute Co.;Ltd.;

..............page:137-142

Complex high-rise structure design on a headquarters building in Shanghai Hongqiao
Wan Xiaohua;Shanghai Johnson Architecture & Engineering Design Consulting Co.;Ltd.;

..............page:143-145

Structural design of the ASEAN Cultural Industry R&D Building
Dai Wei;Tong Yanmei;Liang Pingping;Li Yi;Hualan Design & Consulting Group;

..............page:146-150

Structural design of a shopping mall
Zhang Yaxu;Chen Jinke;Ye Fei;Beijing Urban Construction Design & Development Group Co.;Ltd.;

..............page:151-155

Structure design of a commercial centre in Shijingshan District at Beijing
Sun Yuanyuan;Zhu Weizhi;Zhang Yang;Tian Chuan;Yu Jian;China Architecture Design Institute Co.;Ltd.;

..............page:156-159

Structural analysis and design of an out-of-code high-rise building
Zhang Ye;Tongji Architectural Design Co.;Ltd.;

..............page:160-164

Complex structural design of an office building
Zhang Meng;Li Jiang;Ma Yuhu;Guo Tianhan;Xu Hongyan;Sui Haiyan;Zhang Lu;China Architecture Design Institute Co.;Ltd.;Patent Examination Cooperation Center;SIPO;

..............page:165-168

Structural design of high-rise building on hillside
Yu Lingzhi;Zhu Weifeng;Wenzhou Design Assembly Company Ltd.;

..............page:169-171

Structural design of the TV Center and underground space in Qinghai province
Gao Yanliang;Zhang Shixiong;Hao Guolong;China Architecture Design Institute Co.;Ltd.;

..............page:172-174

Structural design of anresearch building
Zhang Meng;Lu Shoupan;China Architecture Design Institute Co.;Ltd.;Beijing Yanhuang International Architecture & Engineering Co.;Ltd.;

..............page:175-179

Structure design of Greenland Changping Future Science City
Jia Wenying;Peng Yonghong;Tian Chuan;Tang Lei;Wang Yongbin;Yu Jian;Zhu Weizhi;China Architectural Design Institute Co.;Ltd.;

..............page:180-182

Structural design of Ningbo Lishe International Airport terminal 2
Fang Wei;Li Yanpeng;East China Architectural Design & Research Institute Co.;Ltd.;

..............page:183-187

Long-span structure design of Jiyang Cultural Center Theater
Jiang Yuquan;Yang Xuechao;Liu Changjun;Shandong Urban Construction Design Institute;

..............page:188-191

Structure analysis and design of one large-span cinjoined building in Chengdu
Tao Bing;Peng Zewei;Li Shuzhong;Chengdu Hengtai Engineering Management Co.;Ltd.;Chengdu Architectural Design & Research Institute;WISDRI Engineering & Research Incorporation Limited Sichuan Branch;

..............page:192-197

Structural design on the connected structure of Asiainfo-Linkage building
Yuan Jianping;Wei Zhenfei;China Institute of Building Standard Design & Research;

..............page:198-201

Structural design and analysis of the research building of FOTILE
Zhang Lu;Zhang Yanhua;Zou Ming;China Architecture Design Group;Beijing University of Civil Engineering and Architecture;

..............page:202-205

Structural design of the tourist service center in Jiayuguan
Gao Fanghua;Xu Shan;Guo Jiaxu;Lu Ying;Liu Huijiu;China Architecture Design Group;

..............page:206-208

Structural design of Hengda Mingdu Sunken Plaza
Liu Yang;Sun Yuanyuan;Jiao Hehao;Tang Lei;China Architecture Design Group;

..............page:209-211

Influence of spandrel beams on the suitable height of flat plate column-shear wall structures
Li Hongwei;Zhou Sun;He Xixi;China Huaye Group Co.;Ltd.;Beijing Institute of Architectural Design;Beijing University of Civil Engineering and Architecture;

..............page:212-218

Response spectrum analysis of plate column structure with edge beam and support
Yang Yuxi;Zhu Shan;Du Qing;College of Construction Engineering;Jilin University;

..............page:219-222

Structural scheme optimization of engineering projects design
Zhang Hanlin;Chen Jiawei;Wang Weifeng;Shi Jianguang;Department of Civil Engineering;Xiamen University;

..............page:223-227

Analysis and design of the Y-conversion column
Qiu Chunyi;Shanghai Institute of Architectural Design & Research Limited Company;

..............page:228-232

Effect of slab calculation model on mechanical behavior of cantilever transfer truss
Tang Shaoxue;Beijing Institute of Architectural Design;

..............page:233-236

Analysis of floor vibration comfort in basketball training center of a sports school
Wu Yanzhen;Yuan Jie;Hou Sen;Planning and Architecturaldesign Institute of Heze;

..............page:237-240

Roof loading design for Changji Stadium
Shi Jie;Zhang Huaiyong;Chen Kai;China Architecture Design Group;Wind Research Center of China Academy of Building Research;

..............page:241-244

Some problems involved in calculation of the elevator suspended bottom slab resisting the accidental load
Shi Danwei;Shanghai CSSC NDRI Engineering Consulting Co.;Ltd.;

..............page:245-248

Summarize about traditional shed hole compared with flexible shed hole in application research
Jiang Jiao;Yang Xiang;Luo Yunfei;Zhou Yitang;Kunming University of Science and Technology;Kunming Survey;Design and Research Institute Co.;Ltd.of CREEC;

..............page:249-252

Comparison study on wood structure and archaize structure
Wang Jianxing;Kang Yiyang;Bai Xueyue;Faculty of Civil Engineering;North China University of Technology;Faculty of Architecture and Art;North China University of Technology;

..............page:253-257

Analysis on construction simulation of frame-corewall structure of high-rise building considering shrinkage and creep based on ANSYS
Ma Junjie;Lu Dan;Cui Jiachun;Technical Center of East China Architectural Design Institute;

..............page:258-262

Numerical analysis of shear wall underpinning of core tube in the synchronous top-down construction method
Li Cheng;Zheng Qizhen;Long Libo;Ma Yueqiang;Shanghai Construction No.2 Co.;Ltd.;University of Shanghai for Science and Technology;

..............page:263-267

Case study on constructability in engineering design
Liang Jinyong;Ban Shenglong;China’s Automotive Engineering Co.;Ltd.;

..............page:268-271

Seismic design of Hangzhou Ping’an Financial Center
Huang Jiang;Wu Jian;Wang Zhuoxiong;Hanjia Design Group Co.;Ltd.;

..............page:272-277

Structural seismic performance and interstory shear strength analysis of Hebei International Business Square C# Office Building
Chen Eryan;Yao Li;Li Huafeng;Lei Xiaodong;Beijing Institute of Architectural Design;

..............page:278-283

Seismic design of High Life Plaza Tower in Xi’an
He Xiangyu;Li Yan;Gu Junjie;Chen Yue;Yang Fei;China Architecture Design Institute Co.;Ltd.;

..............page:284-288

Seismic design research of high rise building structure with transfer story
Yi Shuang;Beijing University of Technology;China Electronics Engineering Design Institute;

..............page:289-293

Seismic design of a high rise building in Shanghai
Luo Pinghang;East China Architectural Design & Research Institute Co.;Ltd.;UD Architectural Design Institute;

..............page:294-296

Elastic-plastic time-history analysis of ultra high-rise residential buildings in Haikou
Xu Shan;Liu Huijun;Sun Hongbo;China Architecture Design Institute Co.;Ltd.;

..............page:297-301

Elastic-plastic analysis under the rare earthquake for a high-rise building beyond code limits in Chengdu
Tang Guangqing;Jiang Shu;Guan Qianqian;Tong Jianmei;JZFZ Architectural Design Co.;Ltd.;

..............page:302-307

Dynamic elasto-plastic analysis of the Foshan Integrated Financial Plaza
Zeng Shaoqing;Zhang Chao;Wu Weihe;Li Lijun;Guangzhou Huasen Architectural & Engineering Designing Consultants Ltd.;

..............page:308-311

Performance based seismic design of Xuzhu Guanyin Airport new terminal buiding
Hu Yu;Zhou Qing;Zhang Junjie;Zhao Boyou;Xing Jiyong;China Aviation Planning and Design Institute Co.;Ltd.;

..............page:312-316

da kua du chao chang kuang jia jie gou zai zhong xiao xue kuo jian ti yu chang zhong de kang zhen she ji
zhou zuo ;

..............page:317-319

Seismic behavior analysis of roof greening on existing multi-story reinforced concrete frame structure buildings
Li Qingyang;Shen Kechang;Gao Xiaowang;Beijing Sanmao Test & Appraisal of Construction Engineering Co.;Ltd.;

..............page:320-324

Seismic performance of concave shaped frame structure
Wang Yu;Zhong Xubo;China Electronics Engineering Design Institute;

..............page:325-328

Comparative study on seismic performance of new type modern buildings
Lin Haojun;Pan Wen;Zhang Jian;Sun Minjie;Institute of Earthquake Engineering;Kunming University of Science and Technology;Civil Engineering and Architecture School;Kunming University of Science and Technology;

..............page:329-332

jie gou kang zhen xing neng she ji de you xuan mu biao
ha jin xiang ;

..............page:333-335

Designation and fabrication of shaking table testing model on a super-tall building
Zhang Jiejing;Gu Yongteng;Chen Wei;Hangzhou City Housing Safety Identification Management Center;Shanghai Longilat Architectural Design & Research Institute Co.;Ltd.;Zhejiang Branch;

..............page:336-339

Study on mechanical behavior of concrete frame-core tube structure under bidirectional earthquake actions
Wang Peng;Shi Qingxuan;Tian Jianbo;Wang Nan;Xi’an University of Architecture & Technology;

..............page:340-346

Experiments on seismic behaviors of low reinforcement of low-story,multi-storey residential shear walls in low intensity regions
Cui Jiaren;Wang Min;Chen Xiaolei;Wang Liang;Chen Yuanjun;Fu Jianping;School of Civil Engineering;Chongqing University;CMCU Engineering Corporation;

..............page:347-352

Verification of the effectiveness of seismic capacity measures of shear wall
Xu Gang;Li Yingmin;Sun Jiahua;School of Civil Engineering;Chongqing University;Key Laboratory of New Technique for Construction of Cities in Mountain Area of the Ministry of Education;Chongqing University;

..............page:353-358

Performance-based seismic design method of structure based on components’ stiffness reduction according to seismic performance levels
Bao Haoshan;Chongqing Architectural Design Institute;

..............page:359-362

Numerical simulation of structure progressive collapse process using LS-DYNA
Lin Hong;Xu Kangning;Yang Lei;Zhu Benrui;Li Ping;Zhang Yu;College of Pipeline and Civil Engineering;China University of Petroleum;Shanghai University;College of Science;China University of Petroleum;School of Civil Engineering;Tianjin University;

..............page:363-366

Analysis of the seismic vulnerability of structure based on the earthquake statistical data
Du Weixiao;Bai Yu;Kunming University of Science and Technology;

..............page:367-370

Vulnerable analysis of frame structure’s seismic behavior based on seismic intensity
Shao Yifan;Pan Wen;Zhang Jian;Lin Haojun;Institute of Earthquake Engineering;Kunming University of Science and Technology;

..............page:371-373

Review on risk assesment of seismic economic
Du Dongli;Li Bo;Zhao Yuanyuan;Dong Yingfei;School of Civil Engineering;Chang’an University;School of Civil Engineering;Xingtai Polytechnic College;

..............page:374-378

Study on the vulnerability of buildings in rural areas of Yunnan province based on seismic damage statistics since 1993
He Junhong;Pan Wen;Zhang Jian;Lin Haojun;Institute of Earthquake Engineering;Kunming University of Science and Technology;

..............page:379-383

Study on the Pushover analysis methods of structures with viscous damper
Li Yanglong;Gao Xiangyu;Ding Caihong;Wu Shuang;The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education;Beijing University of Technology;

..............page:384-390

Seismic reduction and control analyses of frame structure with viscous dampers in highly seismic region
Chen Xiaobin;Pan Wen;Bai Yu;Lan Xiang;Zhou Qiang;Institute of Earthquake Engineering;Kunming University of Science and Technology;

..............page:391-394

Seismic energy dissipation design for a high-rise steel frame building in Beijing
Xie Chao;Shanghai Lead Dynamic Engineering Co.;Ltd.;

..............page:395-400

Yunnan Baoshan modem building optimization selection and reduce the earthquake design
Tang Kuangzheng;Shenzhen General Institute of Architectural Design and Research Co.;Ltd.;

..............page:401-407

Design method and engineering application of the mild steel damper
Hu Kai;Li Qingwu;Qu Ge;Yang Yimeng;Hu Dan;China Shipbulding NDRI Engineering Co.;Ltd.;

..............page:408-411

Application of shear panel damper of low-yield-strength steel in an engineering
Yu Xin;Li Yuan;Fu Aihua;Tianjin Architecture Design Institute;

..............page:412-418

Application technology of very low yield point steel damping energy dissipation damper in steel structure building
Zhang Xinning;Song Tongzhan;Yan Feifei;He Jin;Henan Tianfon Steel Structure Co.;Ltd.;Henan Tianfon Steel Structure Construction Co.;Ltd.;

..............page:419-422

Comparative analysis of the dynamic response of variable friction energy dissipation structure under long-period earthquake
Guo Rujiong;Fu Xuxia;China Shipping Haisheng Co.;Ltd.;College of civil engineering;Tongji University;

..............page:423-428

Control of seismic response for coal bucket in workshop of heat-engine plant based on DTMD and MTMD tuning strategy
Teng Fei;Beijing Institute of Architectural Design;

..............page:429-433

Study on design method of isolation buildings and engineering application
Hu Kai;Jiang Li;Qu Ge;Liu Hong;Qian Jing;Zhou Ying;China Shipbuilding NRDI Engineering Co.;Ltd.;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;

..............page:434-438

Computing method considering near field influence in multi-story seismic isolation structure
Chen Zhaohui;Wang Dong;Wu Aiwu;Shu Shiqi;Yunnan Antai Construction Design Document Examination Center;Faculty of Civil Engineering and Architecture of Kunming University of Scienceand Technology;Yunnan Earthquake Safety Shock-Absorbing Polytron Technologies;

..............page:439-444

Analysis of base isolation design for a frame construction
Xiao Lilin;Shanghai Chengxiang Architectural Design Institute;

..............page:445-449

Vibration isolation structure design for Shanghai Dazhongli 46# block project
Johnson Ho;Tse kwokwai;Long Huiyuan;Wang Fu’an;Luo Dan;Liu Chen;Shanghai Dazhongli Property Co.;Ltd.;AECOM Design and Consulting Co.;Ltd.;Beijing Branch;

..............page:450-452

Simplified calculation of the new isolation bearing of villages and buttress
Shao Yifan;Pan Wen;Lin Haojun;Ma Jian;Institute of Earthquake Engineering;Kunming University of Science and Technology;

..............page:453-455

Application of self-centering structures in civil engineering
He Xiaohui;Wen Siqing;CITIC General Institute of Architectural Design and Research Co.;Ltd.;

..............page:456-459

Steel structural analysis and design of Boao Railway Station Room
Zhang Meng;Yang Ting;Zhang Genyu;China Architecture Design Institute Co.;Ltd.;

..............page:460-464

Design of Anyang Gymnasium building structure
Gao Feng;Li Hulin;Li Yamin;Wu Fang;NO.6 Institute of Project Planning & Research of Machinery Industry;

..............page:465-469

Research and analysis on pipe truss structure of one sport center
Zhang Haibin;Jiang Chao;Jiang Hua;Li Jiang;Jin Bi;China Avintion Changsha Design and Research Co.;Ltd.;Changsha Rail Transit Group Co.;Ltd.;

..............page:470-473

Steel roof structure design of Shanxi Datong Yudong Culture district art museum
Yang Jie;China Architecture Design and Research Group;

..............page:474-479

Design of large span steel structure in Keqiao toll station
Du Zhaoyu;Zhejiang Jinggong Steel Building Group Co.;Ltd.;Zhejiang Green Building System Co.;Ltd.;

..............page:480-486

Analysis and design of high-rise steel structure
Qiao Caihong;Zhu Yongjun;Dong Quanli;CCDI;

..............page:487-490

Design of a sightseeing platform for large span overhanging steel structure in high seismic fortification intensity area
Dong Xinde;Chen Lixiang;Songcheng Group Introduction;Jinke Group Introduction;

..............page:491-493

Structural analysis and design of a fish-ellied steel gallery
Wang Wei;Zhu Xiaohan;Yang Xiaojing;Xiang Hong;ARTS Group Co.;Ltd.;

..............page:494-500

Structural design on a steel flexible connecting-corridor
Xia Lin;Shanghai Xian Dai Architectural Design Co.;Ltd.;

..............page:501-506

Structure systems design and analysis for steel structure corridors
Kong Xianghong;Shanghai Chengxiang Architectural Design Institute Co.;Ltd.;

..............page:507-509

Structural design of a large span footbridge
Wang Chunguang;Liu Jiantao;You Tianzhi;Wang Yang;China Architecture Design & Research Group;Shanghai Rubber Vibration Reduction Technology Inc.;

..............page:510-513

mou dian chang 200m kua du mei chang feng bi gang jie gou she ji yu fen xi
wu bi ye ; sun yin jian ;

..............page:514-518

suo gong zuo jia zai da kua du gan mei peng jie gou zhong de ying yong
zhao zuo hui ; wu bi ye ;

..............page:519-522

Out-of-plane elastic stability and design method of planar truss arch
Zhao Siyuan;Wang Hong;Guo Yanlin;China Construction Steel Structure Corp.;Ltd.;Department of Civil Engineering;Tsinghua University;

..............page:523-527

Research and analysis on bearing capacity of a new type of single layer latticed shell joint
Ruan Yonghui;Wang Baotong;Tongji Architectural Design Co.;Ltd.;

..............page:528-531

Force analysis and construction monitoring of beam string structure in prestressing phase
Zhao Danwei;Zhang Xiaoguang;Wang Zihua;Department of Building Engineering;Tongji University;Tongji Architectural Design Co.;Ltd.;Zhejiang Electric Power Design Institute;

..............page:532-536

Dynamic test study on a tied arch bridge
Wang Hui;China Railway Construction Investment Group Co.;Ltd.;

..............page:537-541

Research on the hysteretic behavior of transfer truss joint in Shanghai Changning Raffles City
Wang Fei;Yang Yimeng;Wu Jing;Zhang Shiyu;Zhou Ying;China Shipbuilding NDRI Engineering Co.;Ltd.;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;

..............page:542-547

FEM analysis of steel structure joint of Zhang Zhidong and modern industrial museum
Run Miao;Zhou Lanling;Zha Xiaopeng;Central-South Architectural Design Institute;

..............page:548-552

Flexural behaviors of bolted connection between main and secondary beams
Mou Xiaoliang;Tong Lewei;Zhou Feng;Wang Xiao’an;Huang Yulin;Xu Lei;Department of Structural Engineering;Tongji University;Shanghai Construction Group Co.;Ltd.;Shanghai Construction No.1 Co.;Ltd.;

..............page:553-557

Numerical study of self-centering performance of shape memory alloy( SMA) connections
Liu Jia;Wang Wei;State key laboratory for Disaster Reduction in Civil Engineering;Tongji University;Department of Building Engineering;Tongji University;

..............page:558-562

Comparison between domestic and foreign codes for design of steel structures in stiffeners
Zuo Zhongjie;Li Xuechen;Zhai Chuanming;Jia Lei;C + E Center for Engineering Research Test and Appraisal;

..............page:563-566

Green industrial building in single-story steel factor buildings structural design of discussion and analysis
Li Yongkang;Bai Wei;China Shipbuilding NDRI Engineering Co.;Ltd.;

..............page:567-570

Comparison of the top of the mid pillar in double span portal frame using rigid connection and hinged connection
Li Zijie;Shanghai Grandcity International Architectural Design Co.;Ltd.;

..............page:571-572

Discussion of wind load in low-rise light steel portal frame
Liu Xiang;Duowei Union Group Co.;Ltd.;

..............page:573-575

Optimization design and analysis of purlins of lightweight steel roof
Qin Haixiang;Tian Hui;China Construction First Division.Steel Structure Engineering Co.;Ltd.;

..............page:576-578

Finite element modeling of concentrically braced self-centering modular panel of beam-through steel frame
Du Xinlong;Wang Wei;Zhang Yunfeng;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Department of Structural Engineering;Tongji University;Department of Civil & Environmental Engineering;University of Maryland;

..............page:579-582

Research on damaged behavior of high temperature steel frame structure rapidly cooled by spray water in fire
Xia Yunchun;School of Civil Engineering;Anhui Jianzhu University;

..............page:583-590

Numerical simulation of the stressed skin diaphragm in light-guage steel stud walls
Chen Wei;Lou Jie;Zhang Jiejing;Hangzhou City Housing Safety Identification Management Center;Greentown Oriental Architects Co.;Ltd.;

..............page:591-596

Discussion on some problems for structural design of a steel reinforced concrete structure
Yu Meng;Mao Weizhong;Zhang Qiao;Zhang Guoqing;Beijing Institute of Architectural Design;

..............page:597-599

Shear lag effect analysis of steel-concrete composite truss bridge
Sun Weibin;Wu Zihong;Li Zuohua;L.A.International Architectural Design Co.;Ltd.;ARUP;Shenzhen Graduate School;Harbin Institute of Technology;

..............page:600-603

Behaviors of new-type cold-formed steel composite wall panels under monotonic shear loading
Li Jing;Xie Zihong;Li Mingkai;Lan Jieqiu;Huang Youlu;School of Civil Engineering and Transportation;South China University of Technology;

..............page:604-609

guan yu gang gu hun ning tu zhu de gong cheng zhi liang wen ti chu li shi li
li yong ; zhang li xin ;

..............page:610-613

Calculation specification of the wind loads of scaffolding pole section bending moment
Qin Guijuan;Zhang Shuhui;School of Civil Engineering;Shenyang Jianzhu University;

..............page:614-618

Research on sensitivity analysis of mode and frequency of communication steel tower
Zhang Huiming;Li Xiaoliang;Zhang Xuezhong;Gao Yongqiang;Baoding TTL Anti-seismic Research Institute of Telecommunication Equipment;

..............page:619-622

Research on design method of a high-rise assembled monolithic shear-wall structure
Hu Kai;Li Qingwu;Qu Ge;Chen Yunqi;Ding Jiaqing;Xiao Binghui;Jiang Li;China Shipbuilding NRDI Engineering Co.;Ltd.;

..............page:623-627

Disscussion on the precast rate of monolithic precast concrete shear wall structure
Ding Jiaqing;Hu Kai;Chen Yunqi;Qu Ge;Li Qingwu;Xiao Binghui;China Shipbuilding NDRI Engineering Co.;Ltd.;

..............page:628-632

Summary of investigation on low and mid-rise precast concrete wall panels structures
Chen Dingqiu;Liu Bin;China Minsheng Drawin Co.;Ltd.;

..............page:633-636

Design and application of precast concrete staircases
Fang Dongmei;Architectural design and Research Institute of Shanghai Construction No.4 Co.;Ltd.;

..............page:637-640

Explore design and installation of pouring plug-type prefabricated bay window
Peng Weiwen;Lin Yi;Luo Qing;Xu Feng;Xian Zhutang;Zhubo Design Co.;Ltd.;China Overseas Property Group Co.;Ltd.;;

..............page:641-646

Research on analysis method and application of slitted coupling wall-beam
Wu Yunpeng;Zeng Qiang;Han Bo;Miao Qisong;Beijing Institute of Architectural Design;

..............page:647-650

Reliability analysis of the "strong shear weak bending" real reinforced RC frame beam
Zhang Wenli;College of Water Resources and Architecture Engineering;North West A & F University;

..............page:651-657

guan yu hun ning tu jie gou she ji gui fan (gb50010 2010) shou wan gou jian zheng jie mian he xie jie mian cheng zai li ji suan gong shi de tan tao
xiang jian feng ;

..............page:658-659

Relationship between axial compression ratio and large eccentric compression of concrete columns
Li Shoucai;Mei Zuoyun;Liang Meng;Shandong Provincial Academy of Building;

..............page:660-661

Analysis and assessment on durability of a reinforced concrete structure
Liu Peng;Zheng Shuhai;Yang Zhaopeng;Shandong Academy of Building Research;

..............page:662-664

Experimental research on the influence of crack width on carbonation of concrete under wind and humidity environment condition
Ouyang Wei;China Railway 11th Bureau Group Co.;Ltd.;

..............page:665-671

Study on the temperature stress influence of super-long concrete structure with MIDAS / Gen
Jiang Haichuan;Sun Qifeng;Cheng Yingming;Huo Zhenxing;Bai Chunzhen;Jilin Provincial Building Design & Research Institue Company;The Fifth Design and Research Institute;

..............page:672-676

Discussion on crack control in the design of large underground garage
Sun Jianyuan;Chengxiang Architectural Design Institute Co.;Ltd.;

..............page:677-680

Study on mechanical properties of self-control component in self-control energy dissipation frame
Zhai Jianlei;Li Yanhe;Li Linfeng;Wang Lu;College of Civil Engineering;Nanjing Tech University;Construction Co.;Ltd.;Jiangsu Jianhua;

..............page:681-686

Static load test of very shallow prestressed concrete beam with 20m span
Xu Huaiwei;China Railway Construction Investment Group Corporation Limited;

..............page:687-690

Research on restoring force model of unbonded partially prestressed concrete beams based on Open SEES
Tang Changhui;Ni Jia;Chen Minghui;Department of Civil Engineering;Hunan University;

..............page:691-695

Energy-based optimum blast-resistant design and research for RC beam
Zhang Diandian;Yu Runqing;Zhang Xiaocheng;State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact;PLA University of Science and Technology;

..............page:696-701

Numerical analysis of cylindrical digester with multi-loading case
Liu Chuanqing;Li Shoucai;Zheng Yan;Sun Kaike;Chu Shihong;Shandong Provincial Academy of Building Research;

..............page:702-706

Design and thinking of the solutions linking between the subway station and business building over the subway
Liao Hongwei;Liu Xingkun;Sun Fuping;Zhu Qiang;Tianjin Architectural Design Institute;

..............page:707-710

Structural design of a basement used by top-down construction method
Bao Yuming;Xiao Bing;Zhao Yanqiu;Zhou Jun;Nanjing Military Area Architecture Design Institute;Nanjing Military Region Nanjing General Hospital;

..............page:711-715

Comprehensive analysis on design for the external wall of basement
Chen Changxing;China Building Technique Group Co.;Ltd.;

..............page:716-720

Key part structural design of a special basement
Miao Changchun;China United Northwest Institute for Engineering Design and Research Co.;Ltd.;

..............page:721-724

Application of active anti-floating technology in basement structure
Shi Luye;Wanda Commmercial Planning & Research Institute Co.;Ltd.;

..............page:725-727

Project of the uplifting processing of a basement
Wang Jingmin;Shen Jing;Architectural Design Institute of Zhejiang Academy of Building Research & Design;Zhejiang Special Construction Engineering Co.;Ltd.;

..............page:728-731

Deformation characteristics and control measures of each process in the deep excavation in Shanghai soft soil
Yang Ke;Architectural Design & Research Institute of Tongji University;

..............page:732-736

Support design and monitoring analysis of pump room slope of certain nuclear power plant
Ma Bo;Gu Shengquan;Ge Honghui;Luo Lanying;Shanghai Nuclear Engineering Research & Design Institute;

..............page:737-741

Method and application of using RJP-reinforcement instead of confined water dewatering in deep excavation
Zhou Zheng;Shanghai Mechanized Construction Group Co.;Ltd.;

..............page:742-745

Integrated control technology of the wall construction in the condition of 220kV cable in situ protection
Liu Qi;Zhong Xiaomei;Wang Wencan;Tianjin Architecture Design Institute;School of Civil Engineering;Tianjin Chengjian University;CSCES6 MTR Corporation;

..............page:746-750

Research on calculating method of internal force of soleplate with dispersed float resisting anchor
Qin Yun;Yang Yang;Yunnan University;

..............page:751-756

Analysis on influence of code revision on anti-floating anchor design
Zheng Ximing;China Electronics Engineering Design Institute;

..............page:757-760

Design and application of top-down construction method in the anti-floating anchor with the whole-bonded steel wire
Jing Yinggao;Wang Yanhong;Bai Bing;Sun Rui;Jing Zhikai;Weihai Jingyinggao Structural Design INC;

..............page:761-764

Application of foundation pit support anchor in sensitive environment of the Fenhe river terraces of Taiyuan
Xu Xianwu;Construction Safety Supervision and Management Station of Taiyuan;

..............page:765-769

Analysis and application research on the mechanical behavior of anchor in broken rock and soil
Li Fengke;He Hao;Shaanxi Coal and Chemical Industry Group Spang Chemical Technology Co.;Ltd.;School of Civil Engineering and Architecture;Nanchang University;

..............page:770-773

Rigid pile composite foundation design method and applications by optimizing pile foundation stiffness to reduce differential settlement
Liu Changjun;Meng Fanci;Liu Chang;Shandong Urban Construction Design Institute;

..............page:774-777

Application of composite foundation with long and short piles in a certain project
Cui Xiaolian;China Construction Technology Group Co.;Ltd.;

..............page:778-781

Application of uplift pile with enlarged bottom in Shanghai Fudan Software park supporting project
Huang Jianzhang;Ma Shengchi;Zhang Zidong;Shanghai Jufeng Engineering Consulting Co.;Ltd.;

..............page:782-786

Research of tension piles displacement differences between PC pile and bored pile
Wu Yidong;Zhou Jinzheng;Ren Xiaohu;China United Engineering Corporation;Zhejiang Province Institute Of Architectural Design And Research;

..............page:787-790

Influence analysis of drilling with large diameter pipe pile’s ferrule on the pile head quality
Tang Mengxiong;Qi Yuliang;Hu Hesong;Guangzhou Institute of Building Science Co.;Ltd.;

..............page:791-794

Study on numerical simulation of cushion cap for uplift pile
Lin Wei;Wu Jie;Zhou Jianlu;Architectural Design and Research Institute of Zhejiang University Co.;Ltd.;

..............page:795-798

Determination of single pile ultimate bearing capacity with numerical simulation and integrated exponential function model
Niu Wenjie;Liu Mang;College of Mechanics and Engineering Department;Liaoning Technical University;

..............page:799-802

zai ti zhuang zhuang fa ji chu zai gao ceng min yong jian zhu zhong de ying yong
li hui ;

..............page:803-805

Foundation design for buildings with different heights on one large basement
Tong Jie;Architectural Design & Research Institute of Tsinghua University Co.;Ltd.;

..............page:806-809

Discussion on construction crack control of mass concrete of the raft foundation
Zhao Xiaohuang;Cheng Yuxia;Cheng Yulin;State Academy of Forestry Administration;Sinosteel Corporation;China Railway Group Six Hohhot Railway Bureau Construction Co.;Ltd.;

..............page:810-812

Analysis on punching shear strength calculation of slab foundation
Cheng Liang;Shaanxi Modern Architecture Design & Research Institute;

..............page:813-816

Analysis on design method of foundations for multi-storey buildings in Chengdu
Liu Hong;China Shipbuilding NDRI Engineering Co.;Ltd.;

..............page:817-820

Foundation design of collapsible sand ground in Luanda,Angola
Zhang Fuhua;China Aviaton Planning and Design Institute Co.;Ltd.;

..............page:821-823

Contrast and research of isolated column footing design in codes of China to America
Shi Jiangtao;Zhang Jing;The Fourth Research and Design Engineering Corporation of CNNC;China Nuclear Power Engineering Co.;Ltd.;Hebei Branch;

..............page:824-827

Analysis on the bearing capacity of the firming layer overlaying silt foundation
Shao Jie;Shanghai Geotechnical Investigations & Design Institute Co.;Ltd.;

..............page:828-832

Correct use of the formula on the clause 5. 2. 7 of Code for design of building foundation
Li Guosheng;Tongling Building Engineering Construction Drawing Design Document Review Co.;Ltd.;

..............page:833-836

Foundation selection of industrial buildings on soft soil
He Cai;JINGDING Engineer & Construction Co.;Ltd.;

..............page:837-839

Cause analysis of excessive deformation for a high-rise building with soft soil foundation
Zhang Yilei;Li Hui;Gao Xiaowang;Beijing Sanmao Test & Appraisal of Construction Engineering Co.;Ltd.;

..............page:840-843

ji chu cha yi chen jiang dui shang bu jie gou de ying xiang
zhu hui ;

..............page:844-847

Structural design of a single-span resisting structure
Zhang Yang;Sun Yuanyuan;Peng Yonghong;He Xiaohui;China Architecture Design Institute Co.;Ltd.;CITIC General Institute of Architectural Design and Research Co.;Ltd.;

..............page:848-850

Effects of rainfall and infiltration on the stability of expansive soil cutting slope
Wu Bohong;Mo Jiang;School of Engineering and Technology;China University of Geosciences;Key laboratory on Deep Geo-Drilling Technology of the Ministry of Land and Resources;China University of Geosciences;Project Management Center;Wan Da Group;

..............page:851-855

Dynamic characteristics analysis of turbine compressor foundation based on ANSYS
Wen Huanling;Shanghai Electrical Power Generation Group;Engineering Company;

..............page:856-860

Numerical analysis on dynamic response of shield tunnel under explosion loadings
Zhang Gengyu;Fan Qing;Xiao Yaozu;Zhang Yanhua;China Architectural Design Institute Co.;Ltd.;Nanjing Shiyang Construction Co.;Ltd.;

..............page:861-866

Construction control of the tunnel shield in complex stratum which cross the water-supply line
Shen Xia;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;

..............page:867-870

Study on building technology of bacteriological labororatory site of Unit 731 by the Japanese invaders
Wang Fenglai;Xiang Yang;Li Chenqi;Wei Mingjiang;Department of Civil Engineering;Harbin Institute of Technology;Heilongjiang Provincial Institute of Cultural Relics and Archaeolgy;

..............page:871-874

Appraisal of Chinese Grand Theater in remarkable historic architecture
Leng Chaoqun;Jin Lizan;Central Research Institute of Building and Construction Co.;Ltd.;

..............page:875-880

Research on aseismic accrediting and strengthening methods of an old masonry residential building
Tan Jun;Song Chunlei;Jin Chunfeng;C+ E Center for Engineering Research Test and Appraisal;

..............page:881-883

Strengthening and reconstruction design of a commercial building in Harbin
Chen Ming;Shanghai Xian Dai Architectural Design Co.;Ltd.;

..............page:884-888

Reinforcement design of an isolating building in Taiyuan
Guo Junjie;He Xiangyu;Li Yiran;Wang Jin;Zhang Huaiyong;China Architecture Design Group;

..............page:889-891

Design of Shanghai plant building structure renovation
Dai Chenxi;Shanghai Grandcity International Architectural Design Co.;Ltd.;

..............page:892-896

Strengthening design of a shear wall structure
Liu Songshi;Wang An;Li Feng;Shandong Provincial Academy of Building Research;Guangrao County Government Affairs Service Center Management Office;

..............page:897-899

Steel frame structure rebuilding design example
Zhao Lingjun;Liu Yingying;Zhao Lizhong;Baoding City Architectural Design Institute Co.;Ltd.;

..............page:900-903

A case of basement structure reinforcement design
Xiang Chang;Song Mingliang;He Haijian;Wu Fengwei;College of Civil Engineering and Architecture;Zhejiang University;Zhejiang Dalu Special Construction Engineering Co.;Ltd.;

..............page:904-907

Temporarily supports design of protective historic buildings
Wu Bing;Zhang Yuelou;Li Guohui;Shanghai No.2 Construction Co.;Ltd.;Engineering Design & Research Institute;

..............page:908-913

Detection and analysis of existing deep foundation pit extended using in Beijing
Li Qingwei;Dang Yujing;Central Research Institute of Building and Construction;MCC Group;

..............page:914-918

Research on precast slab of existing building in seismic evaluation and strengthening
Zhang Yongjun;Yin Baojiang;Zhao Xiangli;Chen Lei;Ningxia Institute of Building Design;China Academy of Building Research;

..............page:919-921

Cause analysis and treatment suggestions to excessive deflection deformation of a large span coal conveying trestle
Zhang Haoming;Li Chenglong;Wang Lizhong;Hu Xin;Zhong Dian Tou Center for Engineering Research Test and Appraisal;

..............page:922-925

Basic method of concrete structural strengthening and its choosing key point
Xu Huaizhao;Lu Fei;Shaghai Research Institute of Building Sciences Group;Tongji Architectural Design Group Co.;Ltd.;

..............page:926-930

Calculation and analysis of bearing capacity influencing factors and flexural stiffness for pre-stressed CFRP reinforced concrete beam
Liu Ying;Liang Feng;Cao Lu;Tang Lujian;School of Management;Qingdao University of Technology;School of Civil Engineering;Qingdao University of Technology;

..............page:931-933

Axial stress-strain model of concrete cylinders confined with FRP composite
Liang Meng;Li Minghai;Wang Wei;Mei Zuoyun;Song Xiaoguang;Bi Xing;Harbin Institute of Technology;Shandong Provincial Academy of Building Research;

..............page:934-940

Unified formula of the RC eccentric compression members about reinforcement calculation after fire
Li Hui;Li Yanhe;Shan Qinghui;College of Civil Engineering;Nanjing University of Technology;Jiangsu Jianhua Construction Co.;Ltd.;

..............page:941-947

guan yu hun ning tu jie gou jia gu she ji gui fan (gb50367 2013) ruo gan wen ti de tan tao
xiang jian feng ;

..............page:948-949

Application analysis of tension rod in gabled frames reinforcement
Li Junjun;Wang An;Wang Xuquan;Li Junbao;Sun Yanhua;Liu Dongliang;Han Chaoshun;Shandong Academy of Building Reseach;Feicheng Construction Engineering Quality Supervision Station;CHTC HELON Co.;Ltd.;Shandong Sanjian Investment Mangement Co.;Ltd.;

..............page:950-953

Space grid strengthening design and construction
Qin Zhiwei;Baoding Institute of Architecture Design Co.;Ltd.;

..............page:954-957

Survey on housing in Guanshan village and risk status identification
Zhai Shuainan;Leng Dan;Luo Yuanwei;Zou Zuyin;College of Civil Engineering;Sichuan Agricultural University;Sichuan Higher Education Engineering Research Center for Disaster Prevention and Mitigation of Village Construction;School of Civil Engineering;Southwest Jiaotong University;

..............page:958-962

Experimental study of wind loads on open-end and closed-end dry coal shed structures
Zhong Qi;Lan Zhikun;Huang Peng;Gu Ming;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;

..............page:963-968

Interference effect analysis of surface wind pressure and response of dry-coal shed
Wang Xin;State key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;

..............page:969-973

Numerical simulation of mean wind load on long-span roof structure
Li Heng;Zhejiang Greenton Architectural Design Co.;Ltd.;

..............page:974-980

Wind tunnel test for wind pressure characteristics on hood of belt conveyor
Zhou Shuyi;Quan Yong;Gu Ming;Zhu Xinfa;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;CISDI ENGINEERING Co.;Ltd.;

..............page:981-985

Research on extreme wind speed forecasting method of building structure based on Bayesian theory
Lou Canhong;Dong Fenghui;Yao Yuan;Lian Yu;Highway College of Chang’an University;School of Civil Engineering;Tongji University;China Architecture Design Group;

..............page:986-988

Post-processing program develop of structure design cycle based on SATWE and PMSAP
Xiao Binghui;Hu Kai;Qu Ge;Jiang Li;Li Qingwu;China Shipbuilding NRDI Engineering Co.;Ltd.;

..............page:989-994

An analysis program code based on ANSYS for inspecting space trusses in gas station
Liu Chuanqing;Mei Zuoyun;Zheng Yan;Liu Kun;Shandong Provincial Academy of Building Research;

..............page:995-999

Application of MIDAS and SAP2000 in structural analyses of gymnasium
Ma Laifei;China Shipbuilding NDRI Engineering Co.;Ltd.;

..............page:1000-1004

Application of SAP2000 and YJK in analysis and design of silo structure
Wu Li;Li Peng;Ye Haidong;Gao Zilei;Yao Jun;Lu Bingquan;China Building Materials Academy;Beijing Triumph International Engineering Co.;Ltd.;

..............page:1005-1008

Aplication of CAD and GIS scenes’ linkage and switch technology in tower design of overhead transmission lines
Wang Xian;Ma Xiao;Jin Huan;Wang Yi;China Electric Power Research Institute;

..............page:1009-1012

Study on automated mapping system of tower base sectional drawing and automated design of unequal leg based on Teigha
Wang Yi;Fang Zhenggang;Jin Huan;Ma Xiao;Chinese Electric Power Research Institute;

..............page:1013-1017

Application analysis on Autoclaved aerated concrete block and slabs( 13J104)
Lu Qinggang;Liu Sida;Zhou Xiangyin;Yu Benying;Xue Huili;Liu Hua;Hu Pengtao;Beijing Institute of Architectural Design;China Institute of Architectural Standard Design Research;

..............page:1018-1023

Experimental study on mechanical properties of sintered shale hollow brick
Su Liuyue;Li Bixiong;Mou Bingxiong;School of Architecture and Environment;Sichuan University;

..............page:1024-1030

Study on size designs and loading properties of glass plate in point fixed curtain wall
Chen Xiaoliang;You Lang;Ding Jianping;School of Mathematics and Physics;Chongqing University of Science and Technology;

..............page:1031-1035

yi zhong xin xing fang huo bo li mu qiang de nai huo xing neng shi yan fen xi
zhao hui sheng ;

..............page:1036-1037

Numerical study on mechanical properties of pre-stressed paminated strand lumber
Ma Jia;Yang Qingshan;China Nuclear Power Engineering Co.;Ltd.;Beijing Jiaotong University;

..............page:1038-1045

Modern hospital design in the construction of ten kindsof feedback and new solution
Huang Pinggan;China IPPR International Engineering Corporation;

..............page:1046-1051

cheng shi yu shui diao xu xi tong de yan jiu yu ying yong
jie xiao chen ; lai qing shun ;

..............page:1052-1061