NONLINEAR EARTHQUAKE RESPONSE ANALYSIS OF FRAME-SUPPORTED ECOLOGICAL COMPOSITE WALL STRUCTURE

Tian Jie; Huang Wei; Lu Junlong; Zhang Yin

doi:10.13204/j.gyjz201208009

Volume 42 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(8): 41-44,68

Tian Jie, Huang Wei, Lu Junlong, Zhang Yin. NONLINEAR EARTHQUAKE RESPONSE ANALYSIS OF FRAME-SUPPORTED ECOLOGICAL COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 41-44,68. doi: 10.13204/j.gyjz201208009

Citation:

Tian Jie, Huang Wei, Lu Junlong, Zhang Yin. NONLINEAR EARTHQUAKE RESPONSE ANALYSIS OF FRAME-SUPPORTED ECOLOGICAL COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 41-44,68. doi: 10.13204/j.gyjz201208009

Citation:

PDF( 0 KB)

NONLINEAR EARTHQUAKE RESPONSE ANALYSIS OF FRAME-SUPPORTED ECOLOGICAL COMPOSITE WALL STRUCTURE

doi: 10.13204/j.gyjz201208009

1.
1. School of Civil Engineering and Architecture,Xi'an University of Technology,Xi'an 710048,China;
2.
2. Institute of Civil Engineering,Xi'an University of Architecture &Technology,Xi'an 710055,China

Received Date: 2012-04-17
Publish Date: 2012-08-20

Abstract

Abstract

The nonlinear dynamic analysis models of the frame-supported ecological composite wall structure wereestablished．The nonlinear dynamic time-history analysis of the frame-supported ecological composite wall structureunder horizontal earthquake has been carried out by IDARC2D．The earthquake responses of the structures andcomposite action of wall beams as well as seismic performance were studied, and the parameters influencing onearthquake responses of the structures were discussed, which can provide a reference basis for the seismic design ofthe structure．

FullText(HTML)

References(5)

References

科学技术研究报告.密肋壁板轻型框架结构理论与应用研究[R].西安建筑科技大学,2000.

[2] Reinhorn A M,Valles R E,Kunnath S K.IDARC2D Version 6.1:a Program for the Inelastic Damage Analysis of Reinforced Concrete Structures[CP].State University of New York at Buffalo,2006.

[3] Reinhor A M,Valles R E,Kunnath S K.IDARC2D Version 6.1:User's Guide[R].State University of New York at Buffalo,2006.

[4] Sivasevan M V,Reinhorn A M.Hysteretic Models for Cyclic Behavior of Deteriorating Inelastic Sstructures[R].State University of New York at Buffalo,1999.

[5] GB500112001建筑抗震设计规范[S].

Relative Articles

[1]	CAO Meigen, ZHANG Ruoyu, ZHU Yunxiang, WANG Yu, KONG Fanfang, PAN Yiwei. Research on Wind Resistant Reinforcement of In-Plane Cables of Transmission Line Tower and Influence of Design Parameters[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 48-56.
[2]	MAO Dong-xu, LIU Zu-qiang, XUE Jian-yang, ZHANG Feng-liang, CHEN Li-ying. Research on Simplified Method of Seismic Response Analysis Method for Steel Reinforced Concrete Spatial Frames with Special-Shaped Columns[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 161-169. doi: 10.13204/j.gyjzg20112911
[3]	WANG Jiangang, ZHANG Qing, LI Zhijun, ZHANG Xinyue, LIU Yuanying, MEI Yuan. DYNAMIC RESPONSE ANALYSIS OF AN INDUSTRIAL BUILDING OF HYBRID STRUCTURE UNDER THE ACTION OF EARTHQUAKES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 194-199. doi: 10.13204/j.gyjzG20082807
[5]	Li Songqi, Li Zhongcheng, Zhang Tao. DESIGN AND SEISMIC RESPONSE ANALYSIS OF SEISMIC-ISOLATION SYSTEM FOR AN EMERGENCY CONTROL CENTER BUILDING OF A NUCLEAR POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 41-43. doi: 10.13204/j.gyjz2001412008
[6]	Wang Quan, Zhuang Jialei, Wang Jianguo, Qian Feng. DECENTRALIZED OPTIMAL ITERATIVE LEARNING CONTROL OF SEISMIC RESPONSE OF TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 18-23. doi: 10.13204/j.gyjz201302004
[7]	Wei Tianhua, Jiang Zhu, Li Jun, Li Qiang. RESPONSE ANALYSIS OF ECCENTRIC PIER UNDER STRONG EARTHQUAKE ACTION BASED ON FIBER MODEL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 67-70,104. doi: 10.13204/j.gyjz201306015
[8]	Pang Naiyong, Jia Yingjie, Xia Lei. ANALYSIS OF FACTORS INFLUENCING PERFORMANCE OF FRAME-SUPPORTED MULTI-RIBBED WALL BEAM UNDER VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 54-57. doi: 10.13204/j.gyjz201202012
[9]	Xu Ziguo, Wang Huaiwei, Cheng Xiaoyan, Chen Yesong, Tian Suqin, Ma Ming. STUDY ON THE SEISMIC RESPONSE OF THE PRE-HEATER TOWER STRUCTURE FOR A CEMENT PLANT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 41-47. doi: 10.13204/j.gyjz201202010
[10]	Lei Qingguan, Chen Dong, Wang Jianguo, Zhang Hongya. ANALYSIS OF TIME HISTORY RESPONSES OF STRUCTURES DURING EARTHQUAKES BASED ON WILSON-θ PRECISE INTEGRATION METHOD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 82-85. doi: 10.13204/j.gyjz201207012
[11]	Zhang Yan, Li Zhangzheng. NON-LINEAR TIME-HISTORY ANALYSIS OF HIGH-LEVEL ISOLATION STRUCTURE UNDER MULTI-DIMENSIONAL SEIM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 16-20. doi: 10.13204/j.gyjz201104004
[12]	Huang Shenjiang, Liu Bingkang, Ling Qi. SEISMIC BEHAVIOR EXPERIMENT RESEARCHES ON PRESTRESSED FABRICATED PC FRAME CONNECTIONS UNDER PSEUDO DYNAMIC TEST[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 39-43. doi: 10.13204/j.gyjz201112009
[13]	Gui Guoqing, Li Yonghua. STOCHASTIC RESPONSE ANALYSIS OF CORRIDORS OF CONNECTED HIGH-RISE STRUCTURES UNDER MULTI-SUPPORT EARTHQUAKE EXCITATIONS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 28-33. doi: 10.13204/j.gyjz201012009
[14]	Yang Youfa, Cao Jianliang, Zou Yinsheng. DYNAMIC ANALYSIS OF STRUCTURES WITH VISCOUS DAMPERS BASED ON SPACE COOPERATION THEORY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 38-40. doi: 10.13204/j.gyjz200807009
[15]	Zhu Yanzhi, Wang Junlin. NUMERICAL SIMULATION OF ELASTOPLASTIC SEISMIC RESPONSE FOR COMPOSITE FOUNDATION TAKING ACCOUNT OF ANISOTROPY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 45-48,10. doi: 10.13204/j.gyjz200506013
[16]	Wang Yuanqing, Ren Zhihong, Shi Yongjiu, Wu Lili. EARTHQUAKE RESPONSE ANALYSIS OF FISH BELLIED FLEXIBLE SUPPORTING SYSTEM FOR POINT-SUPPORTED GLASS BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 27-28,46. doi: 10.13204/j.gyjz200502007
[17]	Bao Hua, Xu Lihua, Xu Shuping, Zhou You. INFLUENCE OF SOIL-STRUCTURE DYNAMIC INTERACTION ON SEISMIC RESPONSES OF BASE-ISOLATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 75-81. doi: 10.13204/j.gyjz200508019
[18]	Wu Tao, Liu Boquan, Bai Guoliang. SEISMIC RESPONSE OF THE FRAME-BENT STRUCTURE FOR MAIN BUILDING OF A LARGE-SCALE THERMAL POWER PLANT CONSIDERING LATERAL-TORSIONAL COUPLING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 27-29,48. doi: 10.13204/j.gyjz200411008