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《Building Science Research of Sichuan》 2005-04
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Analysis of dynamic properties on large bay multi-ribbed slab frame structure with base isolated

WANG Jian-qiang~1,YAO Qian-feng~2(1.College of Civil Engineering of Zhengzhou University,Zhengzhou 450002,China;2.College of Civil Engineering of Xi'an University of Architecture & Technology,Xi'an 710055,China)  
The differential hysteretic restoring force model is used to simulating the characteristic of restoring force of isolation bearings.Through the analysis of dynamic properties on large bay multi-ribbed slab frame structure with base isolated,it is proved that the seismic response of large bay multi-ribbed slab frame structure could be greatly reduced by means of base isolation techniques,so that the superstructure can be achieved the seismic fortification demand and fulfilled the building functional desire.
【CateGory Index】: TU352.12
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【References】
Chinese Journal Full-text Database 2 Hits
1 WANG Wei-gang,SHENG Hong-yu(School of Civil Engineering,Hefei University of Technology,Hefei 230009,China);A elasto-plastic model of the rubber bearings base-isolation system[J];Journal of Hefei University of Technology(Natural Science);2006-02
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1 LI Yunzhang,YAO Qianfeng,HUANG Wei (College of Civil Engineering,Xi' an University of Architecture and Technology,Xi' an 710055,China);Analysis of Random Responses to Earthquake of Multi-ribbed Composite Structure with Base Isolation[A];[C];2009
【Citations】
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1 Yao Qianfeng\ Chen Ping\ Zhang Yin\ Zhao Dong(Institute of Civil Engineering,Xi′an University of Architecture & Technology\ Xi′an\ 710055);STUDY ON ENERGY-SAVING RESIDENTIAL SYSTEM OF MULTI-RIBBED WALL SLAB WITH LIGHT-WEIGHT OUTER FRAME[J];Industrial Construction;2003-01
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1 ZHANG Xin-pei (Civil Engineering Institute of Sichuan University,Chengdu 610065,China);The recent development on performance-based seismic design theory[J];Building Science Research of Sichuan;2001-01
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【Secondary References】
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1 YAN Xueyuan1,2,ZHANG Yongshan3,WANG Huanding2,WEI Lushun3(1.College of Civil Engineering,Fuzhou University,Fuzhou 350108,China;2.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China;3.Earthquake Engineering Research and Test Center,Guangzhou University,Guangzhou 510405,China);Experimental study on high-rise structure with three-dimensional base isolation and overturn resistance devices[J];Journal of Building Structures;2009-04
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