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《WORLD INFORMATION ON EARTHQUAKE ENGINEERING》 1996-02
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THE TEST RESEARCH ON ELASTIC FLOOR RIGIDITY OF FRAME WITH STAIRCASE

Cao Wanlin(Hebei University of Technology)Pang Guoxin; Li Yunxiao(Langfang Architectural Design Institute)  
In this paper,the problem of elastic floor rigidity of the frame with staircase has been discussed through experimental study,and the computing model has been established. The computing results agree well with the test results.
【Fund】: 河北省自然科学基金
【CateGory Index】: TU312
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【Co-references】
Chinese Journal Full-text Database 10 Hits
1 SHI Cheng1,LI Li2(1.IPPR engineering international,Beijing 100089,China;2.Beijing civil king software technology Co.,Ltd.,Beijing 100044,P.R.China);Discussion on Accidental Eccentricity of The Irregular Plane Structure[J];Construction & Design for Project;2006-S1
2 Jiao Ke1 Wu Wenyong2 Huang Zhenkang2 Tong Huibo2 (1、The Architectural Design & Research Institute of Guangdong Province Guangzhou 510010,China; 2、Shenzhen Goodshow Software Co.,Ltd Shenzhen 518028,China);Structural Analysis of Staircase Participated in the Working of Building Structure[J];Guangdong Architecture Civil Engineering;2009-03
3 ZHANG Hui~(1),KONG De-zhi~(1),LI Lian-yong~(2)(1.School of Civil Engineering and Architecture,Henan University,HenanKaifeng 475001,China;2.The Third Building Construction Corporation of Henan Province,Henan Luoyang 471000,China);Study on Influence of Filling Wall on Shake-Resisting Capability of Frame Structure[J];Journal of Henan University(Natural Science);2006-02
4 Guo Zixiong(Dept.of Civil Eng.,Huaqiao Univ.,362011,Quanzhou);Discussions on the Phenomena of Earthquake Disaster in Kobe,Japan[J];JOURNAL OF HUAQIAO UNIVERSITY(NATURAL SCIENCE);1996-02
5 Wei Lian,Wang Sen(Shanghai Weilian Structure Design Office Shenzhen Representive,Shenzhen 518034,China);Torsional Design of Symmetrical and Regular Structures Under Horizontal Earthquake Actions[J];Building Structure;2005-05
6 LU Xilin ,LI Xueping(State Key Laboratory for Disaster Re duction in Civil Engineering,Tongji University,Shanghai 200092,China);Some Problems on Seismic Design of Out-of-Codes Highrise Buildings[J];Journal of Building Structures;2002-02
7 WANG Yayong(Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China);Lessons learnt from building damages in the Wenchuan earthquake——three earthquake performance objectives and basic requirements for seismic design of buildings[J];Journal of Building Structures;2008-04
8 XU Pei fu, HUANG Ji feng, WEI Chen gi (China Academy of Building Research, Beijing 100013, China)$$$$[;Response of Torsional Vibration of Tall Building Structures Induced by Seismic Action[J];BUILDING SCIENCE;2000-01
9 YU Xin-chun JIANG Wei;The impacts of accidental partiality on the structure of high-rise building[J];Shanxi Architecture;2005-12
10 LIU Yan WANG Tang-gen;Study on elastic-plastic mechanical model of multi-ribbed composite wall[J];Shanxi Architecture;2009-23
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