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《Sichuan Building Science》 2013-05
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Analysis on the seismic performance impact of the stairs to the multi-storey RC frame

HUANG Fenghong;SUN Weimin;GUO Zhanggen;FENG Feifei;XU Yifan;CHEN Hai;Nanjing University of Technology;  
In traditional structure design,stairs are designed simplified during internal force analysis.The stairs are not involved in the overall calculation as part of the structure,which lead to the difference between the analysis results and the actual stress state of the structure.Two multi-storey RC typical frameworks are designed to investigate the impact of the stairs on the seismic performance of frame structures.Force and modal analysis are made by PKPM and SAP2000.The results show that: the stairs will increase the lateral stiffness of the structure; when stairs is considered undering dynamic loading,frame structure seismic shear increases,the maximum vertex horizontal displacement decreases,and structural vibration mode will change.
【CateGory Index】: TU375.4;TU352.1
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【Citations】
Chinese Journal Full-text Database 2 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
2 ZHANG Wang-xi1,YI Wei-jian1,XIAO Yan1,2,LIU Meng1,ZHANG Sheng-jun1(1.School of Civil Engineering,Hunan University,Changsha 410082,Hunan,China;2.Department of Civil Engineering,University of Southern California,Los Angeles CA90089,California,USA);Interaction Performance Between Frames and Stairs of Typical Teaching Building in "5·12"Wenchuan Earthquake Disaster Area[J];Journal of Architecture and Civil Engineering;2009-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 HE Shi-long1,2,SONG Ji-rong1(1.School of Civil Eng.,Southwest Jiaotong Univ.,Chengdu 610031,China;2.School of Mechanics Eng.,Southwest Jiaotong Univ.,Chengdu 610031,China);The Countermeasure of Seismic Analysis and Design for the Stair Bench Slab of Plate Stairs in Reinforced Concrete Framework Structure Buildings[J];Journal of Sichuan University(Engineering Science Edition);2010-S1
2 Cao Wanlin(Hebei University of Technology. Tianjin, 300132)Huan Wei(Botou Supervision Station of Building Quality, Botou. 062150)Wang Baoying(Cangzhou Construction Commission, Cangzhou. 061001)Zhou Mingjie(Hebei University of Technology. Tianjin, 300132);RESEARCH ON RATIONALLY DETERMINING THE STORY-RIGIDITY OF FRAME WITHSPECIAL-SHAPED COLUMNS[J];World Information On Earthquake Engineering;1997-03
3 Cao Wanlin(Hebei University of Technology)Pang Guoxin; Li Yunxiao(Langfang Architectural Design Institute );ON ELASTOPLASTIC PERFORMANCE OF FRAMES WITH STAIRCASE[J];WORLD INFORMATION ON EARTHQUAKE ENGINEERING;1996-03
4 SONG Peng-fei a,b,YANG De-jian a,b(a.Department of Civil Engineering;b.Tianjin Key Laboratory Soft Soil Characteristics and Engineering Environment,TIUC,Tianjin 300384,China);Analysis of the Different Impacts of Straight Board Stairs and Fold Board Stairs on Frame Structure Stiffness[J];Journal of Tianjin Institute of Urban Construction;2011-03
5 CHEN Xi1,WANG Huaifeng2,LOU Menglin2,ZHAI Yongmei3(1.Department of Civil Engineering,TongJi University,Shanghai 200092,China;2.Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China;3.Shanghai Institute of Disaster Prevention and Relief,Tongji University,Shanghai 200092,China);Analysis on Seismic Performance of Folded-slab Stair[J];Journal of Tongji University(Natural Science);2011-05
6 Feng Yuan Wu Xiaobin Li Congchun Xiong Yaoqing(China Southwest Architectural Design & Research Institute Co.,Ltd.,Chengdu 610081,China);A study of the earthquake-resistance performance of frames with staircases[J];China Civil Engineering Journal;2010-10
7 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
8 ZHANG Wang-xi1,YI Wei-jian1,XIAO Yan1,2,LIU Meng1,ZHANG Sheng-jun1(1.School of Civil Engineering,Hunan University,Changsha 410082,Hunan,China;2.Department of Civil Engineering,University of Southern California,Los Angeles CA90089,California,USA);Interaction Performance Between Frames and Stairs of Typical Teaching Building in "5·12"Wenchuan Earthquake Disaster Area[J];Journal of Architecture and Civil Engineering;2009-02
9 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
10 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
China Proceedings of conference Full-text Database 2 Hits
1 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[A];[C];2012
2 Li Jinjun~1,Yu Ningning~2,Ruan Yimeng~1,Dou Yubin~1 (1 Architectural Design Research Institute of Tianjin University,Tianjin 300073,China; 2 School of Civil Engineering,Hebei University of Technology,Tianjin 300401,China);Comparison analysis of the earthquake-resistance performance of frames with different staircases[A];[C];2013
【Secondary Citations】
Chinese Journal Full-text Database 7 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
2 Cao Wanlin(Hebei University of Technology)Pang Guoxin; Li Yunxiao(Langfang Architectural Design Institute );ON ELASTOPLASTIC PERFORMANCE OF FRAMES WITH STAIRCASE[J];WORLD INFORMATION ON EARTHQUAKE ENGINEERING;1996-03
3 MEN Jin-jie1,SHI Qing-xuan1,LIU Ji-ming2,LI Jia-fu2(1.School of Civil Eng.,Xi'an Univ.of Arch.& Tech.,Xi'an 710055,China;2.College of Civil Eng.,Qingdao Tech.Univ.,Qingdao 266033,China);Strain of steel reinforcement and ultimate torque on torsional behaviors of high-strength reinforced concrete members subjected to combined torsion[J];Journal of Xi'an University of Architecture & Technology(Natural Science Edition);2007-02
4 LU Lin-feng1,ZHOU Xu-hong2,LIU Yong-jian1,MO Tao3,ZHOU Qi-shi4(1.Chang'an University,Xi'an 710064,China;2.Lanzhou University,Lanzhou 730000,China;3.Hunan University,Changsha 410082,China;4.Central South University,Changsha 410083,China);Design of staggered truss structure[J];Journal of Xi'an University of Architecture & Technology(Natural Science Edition);2007-03
5 GUO Jian,LIU Wei-qing(Nanjing University of Technology,Nanjing 210009,China);Shaking table test and theoretical analysis on RC frame-short pier shear wall structure with special-shaped columns[J];Journal of Xi'an University of Architecture & Technology(Natural Science Edition);2007-05
6 BAI Guo-liang,CHU Liu-sheng,ZHU Li-hua(Institute of Civil English,Xi'an University of Architecture And Technology,Xi'an 710055,China);Determination of plastic hinge property for steel reinforced concrete frame in nonlinear static analysis[J];Journal of Xi'an University of Architecture & Technology(Natural Science Edition);2007-06
7 GAO Hong-jun,WANG Xian-nong,YAN Ya-guang,ZHOU Xiao-li(School of Civil Engineering,Hebei Engineering University,Handan 056038,China);Coordination analysis of frame-shear wall structure[J];Journal of Xi'an University of Science and Technology;2007-04
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