Chen Chunmei. THE INFLUENCE OF LATERAL STIFFNESS OF IRREGULARITY STRUCTURES IN FIXED BASEMENT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 167-170.
Citation:
Chen Chunmei. THE INFLUENCE OF LATERAL STIFFNESS OF IRREGULARITY STRUCTURES IN FIXED BASEMENT[J]. INDUSTRIAL CONSTRUCTION , 2014, 44(04): 167-170.
Chen Chunmei. THE INFLUENCE OF LATERAL STIFFNESS OF IRREGULARITY STRUCTURES IN FIXED BASEMENT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 167-170.
Citation:
Chen Chunmei. THE INFLUENCE OF LATERAL STIFFNESS OF IRREGULARITY STRUCTURES IN FIXED BASEMENT[J]. INDUSTRIAL CONSTRUCTION , 2014, 44(04): 167-170.
THE INFLUENCE OF LATERAL STIFFNESS OF IRREGULARITY STRUCTURES IN FIXED BASEMENT
Abstract
For the basement of tall,Superhigh and complex multi-layer structure,with basements the following issues
are the most important ones for designers in analysis and design of these kinds of buildings,such as how to consider
the effect of partial fixing in basement,and how to rationally simplify the computation model of the structures. Aiming
at verify the reasonability of basement roof as partial fixing in high structure standard,this article analysed the lateral
structure chosen at random in the basement of the lateral stiffness and stiffness ratio of superstructure floor basement.
References
Relative Articles
[1] LIU Xianggang, CHEN Jianfeng, YANG Yue, LIU Bowei, FENG Zhuxi. Research on the Structure System of Bending-Torsion Columns and Spiral Beam Sightseeing Tower [J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 115-124. doi: 10.3724/j.gyjzG21122011
[2] Xia Hongchun. CONSTITUTIVE MODEL OF SOIL-STRUCTURE INTERFACE BASED ON STRAIN GRADIENT PLASTICITY THEORY [J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 87-92. doi: 10.13204/j.gyjz201506018
[3] Wang Zejun, Kong Lingcang, Ren Jiafu. STUDY ON EFFECT OF GROUND WALL THICKNESS ON SEISMIC PERFORMANCE OF FRAME-SUPPORTED SHEAR WALL STRUCTURES [J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 42-45.
[4] Lu Cilin. SCIENTIFIC SELECTION OF STRUCTURAL SYSTEM IS THE GUARANTEE OF URGENCY TO THE METICULOUS DESIGNING [J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 134-137. doi: 10.13204/j.gyjz201209029
[5] Yuan Quan, Xu Huijun. STIFFNESS ANALYSIS OF STAIRS TOGETHER WITH FRAME STRUCTURE BY D-METHOD [J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 85-88,159. doi: 10.13204/j.gyjz201201016
[6] Wang Xiaozhou. HEAT PRESERVATION AND CURING MEASURE ANALYSIS OF CONCRETE STRUCTURE CONSTRUCTION IN BASEMENT [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 96-99,103. doi: 10.13204/j.gyjz201111021
[7] Lu Cilin. REVIEWING METICULOUS DESIGNING:THE KEY TO THE PROMOTION OF SOUND DEVELOPMENT OF A STEEL STRUCTURE INDUSTRY [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 134-136,133. doi: 10.13204/j.gyjz201110031
[8] Lu Cilin. METICULOUS DESIGNING: THE KEY TO THE PROMOTION OF SOUND DEVELOPMENT OF THE STEEL STRUCTURE INDUSTRY [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 131-134. doi: 10.13204/j.gyjz201103026
[9] Liu Dan, Yao Qianfeng, Guo Meng, Jia Yinjie. ANALYSIS OF THE INFLUENCE OF BLOCK ELASTIC MODULUS ON THE LATERAL STIFFNESS OF MULTI-RIBBED COMPOSITE WALL [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 71-75. doi: 10.13204/j.gyjz201111015
[10] Du Aihua. PULL FORCE FORMULA STUDY ON BUILDING MONOLITHIC MOVING TECHNOLOGY [J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 90-92. doi: 10.13204/j.gyjz200911021
[11] Zheng Qizhen, Bao Yongliang, Wei Lin. THE DETECTION & IDENTIFICATION ON THE MAJOR STRUCTURE OF PROTECTED HISTORICAL SIGNIFICANT BUILDING [J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 1-3,7. doi: 10.13204/j.gyjz200908001
[12] Chen Dachuan, Hu Haibo. REINFORCEMENT AND CONSTRUCTION MONITORING OF A STRUCTURE AFTER FIRE [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 106-109. doi: 10.13204/j.gyjz200812028
[13] Xiao Weimin, Sun Lianhong, Chai Ming. ANALYSIS OF THE GEOMETRIC STABILITY,LOAD TRANSFER PATHS AND STRESS SENSITIVITY OF SPACE TRUSS [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 22-26. doi: 10.13204/j.gyjz200809008
[14] Wang Chunwu. ANALYSIS OF COMPATIBILITY TORSION FOR PRESTRESSED CONCRETE EDGE GIRDERS [J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 42-45. doi: 10.13204/j.gyjz200710012
[15] Hu Qiong, Xu Mingxin, Zheng Wenzhong. SIMULATION AND ANALYSIS OF PARAMETERS AFFECTING FIRE RESISTANCE OF CONCRETE STRUCTURES [J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 51-54. doi: 10.13204/j.gyjz200603014
[16] Zhu Li-gang, Cheng Fang. DISCUSSIONS ON TECHNICAL SPECIFICATION FOR CONCRETE STRUCTURES OF TALL BUILDING AND HOWBEIJING, SHANGHAI AND GUANGDONG COMPREHEND SOME RULES OF THE SPECIFICATION [J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 86-89. doi: 10.13204/j.gyjz200610024
[17] Li Shulin, Li Shuxiang, Yang Bin. STUDY OF STABLE TRANSITION BETWEEN OLD LOWER AND NEW UPPER STRUCTURAL STORIES [J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 91-93. doi: 10.13204/j.gyjz200512025
[18] Yue Qingrui, Li Qingwei, Yang Yongxin. TECHNIQUE OF STRUCTURES STRENGTHENED WITH NEAR SURFACE MOUNTED FRP [J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 1-4. doi: 10.13204/j.gyjz200404001
Proportional views