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Journals   A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
Building Structure
1002-848X
2014 Issue 2
P-Δ effect analysis and stability design of long-period super high-rise RC buildings
Fu Changsheng;Zhou Lilang;Zhang Xiaoyong;Shanghai ChinaFu Structural Design Inc.;
..............page:1-7
Code items and suggestions for super high and overrun projects
Chen Binlei;Jiang Leixin;Beijing Institute of Architectural Design;
..............page:8-12+86
Deformation and energy-based seismic performance analysis of super tall buildings in low seismic intensity region
Yuan Kang;Li Yingmin;Liu Liping;Han Xia;School of Civil Engineering;Chongqing University;College of Hydraulic and Civil Engineering;Shihezi University;
..............page:13-18
Analysis on seismic energy response of super tall mega-frame structure under different ground motion record selection methods
Chang Lei;Ye Xianguo;RBS Architecture Engineer Design Associate;School of Civil and Hydrawlic Engineering;Hefei University of Technology;
..............page:19-24
Seismic performance and damage patterns of super high-rise mega SRC frame-core wall structure
Chen Lin;Yang Hang;Wu Shanhu;Zhou Yun;Department of Civil Engineering;Guangzhou University;
..............page:25-31
Structure scheme formation process of out-of-code high-rise No. 9 building in Jinwan Square
Huang Zhaowei;Cai Haoliang;Hu Xueying;Huang Xin;Qi Lin;Liu Tao;Zhu Xudong;Tianjin Architecture Design Institute;
..............page:32-37
Structural design of out-of-code high-rise No. 9 building in Jinwan Square
Huang Zhaowei;Qi Lin;Zhu Xudong;Hu Xueying;Cai Haoliang;Huang Xin;Liu Tao;Tianjin Architecture Design Institute;
..............page:38-42
Structural design of transfer truss of No. 9 building in Jinwan Square
Zhou Deling;Wang Yi;Zhao Hua;Zhang Wei;Tianjin Architecture Design Institute;
..............page:43-47
Nonlinear analysis of huge column joint region of out-of-code high-rise No. 9 building in Jinwan Square
Huang Zhaowei;Huang Xin;Hu Xueying;Cai Haoliang;Qi Lin;Liu Tao;Zhu Xudong;Tianjin Architecture Design Institute;
..............page:48-52
Seismic design on out-of-code high-rise building of Hangzhou Xizi International Project
Hu Linghua;Wang Licai;Zhang Jianhui;Gong Ming;Zhejiang Greentown Oriental Architecture Design Co.;Ltd.;
..............page:53-59
Structural design of the Zhongguancun Cultural Commercial Building
Cui Shimin;Sunlay Design Group;
..............page:60-64+82
Seismic design on structure of Sias International College Library of Zhengzhou University
Liu Zilong;Cao Yanbo;Wang Hongzhu;Guo Huiqiang;Chen Tianhua;Chen Wanli;SCIVIC Engineering Corporation;
..............page:65-70
Design of multilayer frame structure with puncheon foundation
Dong Qihao;Shenyang New World Architecture Design Co.;Ltd.;
..............page:71-74
Comparative study on test methods of shear strength of brick along horizontal bed joints
Liang Jianguo;Wang Tao;Hong Li;School of Civil Engineering and Architecture;Changsha University of Science & Technology;School of Civil Engineering;Tongji University;
..............page:75-78
Analysis and suggestion of relative questions about rebound method in testing masonry mortar compression strength
Guo Meng;Zhang Yanhui;China Academy of Building Research;
..............page:79-82
Research on rebound detection technology of ancient city wall bricks
Ding Wei;Wang Zhanlei;Liu Bo;Liu Chao;Li Pei;Hebei Building Research Technology Co.;Ltd.;Hebei Academy of Building Research;Hebei Construction Engineering Co.;Ltd.;
..............page:83-86
Experimental investigation of wind pressure distributions and wind interference effects on a typical tall building
Li Yi;Li Qiusheng;Key Laboratory of Building Safety and Energy Efficiency of Hunan University;Department of Civil and Architectural Engineering;City University of Hong Kong;
..............page:87-92
Analysis on modal coupling effects of resonant components of equivalent static wind loads based on force covariance method
Hou Xiangyu;Ke Shitang;Architects and Engineers Co.;Ltd. of Southeast University;Department of Civil Engineering;Nanjing University of Aeronautics and Astronautics;
..............page:93-96