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《Sichuan Building Science》 2013-01
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Research on the collaborate performance of board type stairs and frame in frequent earthquakes

ZHANG Ran1,ZHANG Xinpei1,TIAN Zhipeng2(1.College of Architecture and Environment,Sichuan University,Chengdu 610065,China; 2.Sichuan Institute of Building Research,Chengdu 610081,China)  
In this paper,two five layers of reinforced concrete frame models of excluding stair and containing two type stair are established to do the frequent earthquake effect of elastic time history analysis according to the limitation of recent researchs,then we discuss the effect of the frame force resulted from the collaborate of board type stairs and frame,including the seismic response in each part of board type stairs.The conclusion shows that the frame force changes largely in the parts directly linking to board type stairs,the force in the beams,pillars and boards of the stairs increases obviously comparing with their static force,pull and pressure force of the stair board become larger.
【CateGory Index】: TU375.4;TU311.3
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 DAI Hong-jun,QI Ai(College of Civil Engineering,Fuzhou University,Fuzhou 350108,Fujian,China);Analysis on Seismic-response of Reinforced Concrete Frame Structure with Different-width Staircase[J];Journal of Southwest University of Science and Technology;2009-04
【Co-citations】
Chinese Journal Full-text Database 8 Hits
1 JING Yanmei,ZHANG Xinpei*,TIAN Zhipeng(College of Architecture and Environment,Sichuan University,Chengdu 610065,China);Elastoplastic response analysis of frame with slab stairs under severe earthquake[J];World Earthquake Engineering;2012-01
2 Tu Jun Zhao Jun Zhu Yuyu Zeng Ming(Key Lab of Urban Security and Disaster Engineering of the Ministry of Education,Beijing University of Technology,Beijing 100124,China);Analysis of seismic response of the concrete frame unit with doubly reinforced staircase[J];China Civil Engineering Journal;2012-S1
3 DAI Hong-jun,QI Ai(College of Civil Engineering,Fuzhou University,Fuzhou 350108,Fujian,China);Analysis on Seismic-response of Different Stiffness Reinforced Concrete Frame Structure with Staircase[J];Journal of Southwest University of Science and Technology;2010-04
4 ZHENG Jian-jun1,LIAO Yong-shi2,ZHU Yan-peng2(1.Gansu Science Research Institute of Civil Engineering,Lanzhou 730020,Gansu,China;2.School of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,Gansu,China);Analysis and Calculation of Whole Frame Structure with Centre Staircase during Earthquake[J];Journal of Southwest University of Science and Technology;2011-03
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6 ZHENG Dan-wei,ZHENG Yi-qing;Aseismic Design of Cranked Slab Stairs[J];Zhejiang Construction;2009-12
7 Liu Xiping (School of Civil Engineering and Architecture, Shaanxi University of Technology, Hanzhong 723001, China);Analysis of Cast-in-place Stairs in the Seismic Performance of Frame Structures[J];Technology for Earthquake Disaster Prevention;2012-04
8 LI Yong-mei,GUO Leib,ZHOU Xi-yuan(a.Beijing Key Lab of Earthquake Engineering and Structural Retrofit; b.The Key Laboratory of Urban Security and Disaster Engineering,Ministry of Education, Beijing University of Technology,Beijing 100124,China);Study on the Effect of Over-strength Caused by Casting Slab on the Moment Bearing Capability of Beam for Reinforced Concrete Frame Structures[J];Journal of Civil Engineering and Management;2012-04
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Chinese Journal Full-text Database 3 Hits
1 Cao Wanlin(Hebei University of Technology)Pang Guoxin; Li Yunxiao(Langfang Architectural Design Institute);THE TEST RESEARCH ON ELASTIC FLOOR RIGIDITY OF FRAME WITH STAIRCASE[J];WORLD INFORMATION ON EARTHQUAKE ENGINEERING;1996-02
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