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《Sichuan Building Science》 2013-05
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Based on the MIDAS/GEN discussing the dynamic response of different filling wall of RC frame structure

FAN Linlin;MIAO Sheng;QU Juntong;Urban Construction and Management Institute,Yunnan University;  
In the RC frame structure,the current design method is adopted the frame structure design,do not consider the bearing capacity of fill walls,while fill the dead weight of the wall as a load applied to the calculation model; When we calculate earthquakeresistantion,considering the stiffness of fill walls and the effects of vibration reduction cycle of the framework.This calculation analysis method can only roughly estimate the influence of fill walls in the structure cycle,can't consider different materials,different arrangement of filling the influence of wall structure.This paper based on the MIDAS/GEN discussing the influence of the filling wall in the framework structure about different materials,different arrangement.
【CateGory Index】: TU323.5;TU352.11
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Chinese Journal Full-text Database 5 Hits
1 DAN Hao,ZHANG Pu,LU Zhaohong ( Sichuan Institute of Building Research,Chengdu 610081,China);The quantitative analysis of influence for filler wall's stiffness on seismic behavior in frame structure[J];Sichuan Building Science;2010-05
2 FEI Ming-lun1 ZHOU Guang-quan1 LU Yong-kun1 GONG Yu2 GUO Yi3 ZHANG Bin3 MA Fang-yi3 YUE Jian-hong3 (1. Earthquake Administration of Yunnan Province,Kunming 650224,Yunnan,China) (2. Earthquake Administration of Sichuan Province,Chengdu 610041,Sichuan,China) (3. Earthquake Administration of Ning'er County,Ning'er 665100,Yunnan,China);Typical Disasters of Recent Buildings in Ning'er County Town Caused by the 2007 Ning'er,Yunnan,M_S6.4 Earthquake[J];Journal of Seismological Research;2007-04
3 Wang Yayong et al;Damage Features of R C Structures in the September 21,1999 Taiwan Earthquake[J];Earthquake Resistant Engineering;2001-01
4 Guo Ting-ting1,2,Yu Gui-hua1,Xu Xi-wei1(1.National Center for Active Fault Studies,Institute of Geology,China Earthquake Administration,Beijing 100029,China;2.Institute of Earthquake Engineering,Earthquake Administration of Shandong Province,Jinan 250014,China);Characteristics of Wenchuan Earthquake Disasters and Discussion on Causes of Buildings Damage[J];Earthquake Resistant Engineering and Retrofitting;2010-04
5 (Civil and Structural Groups of Tsinghua University,Xinan Jiaotong University and Beijing Jiaotong University);Analysis on seismic damage of buildings in the Wenchuan earthquake[J];Journal of Building Structures;2008-04
Chinese Journal Full-text Database 10 Hits
1 XIAO Lunbin(Mianyang Vocational and Technical College,Mianyang 621010,China);Damages analysis of frame's infilling wall in Wenchuan earthquake[J];Sichuan Building Science;2009-05
2 CHEN Huailiang1,ZHANG Dachang2 (1.Nantong Textile Vocational Technology College,Nantong 226007,China;2.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China);Numerical simulation on the thickness of high damping rubber layer built in plastic hinge[J];Sichuan Building Science;2010-06
3 ZHANG Xinben,ZHANG Leiming,LIU Xila(Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China);Evaluation of China's seismic design codes on preventing seismic collapse of RC frames[J];Sichuan Building Science;2011-01
4 ZHAO Fei,GAN Hong(Coll.Mach.& Auto.Engn,Anhui Polytechnic University,Wuhu 241000,China);Influence of axial compression ratio to RC frame structure under different span different layers[J];Journal of Anhui University of Technology and Science(Natural Science);2010-03
5 ZHOU Changdong1,2,ZHAO Feng3,GAO Ri1(1.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;2.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;3.MCC Central Research Institute of Building and Construction,Co.Ltd,Beijing 100088,China);Rapid identification of RC frame structure after earthquake[J];Journal of Beijing Jiaotong University;2011-01
6 WEN Zeng-ping~1,XU Chao~1,LU Ming~2,DU Xiu-li~3,LI Hong-jing~4, XIONG Li-hong~5,LIU Ai-wen~1,LI Xiao-jun~5,ZHOU Zheng-hua~5 (1.Institute of Geophysics,CEA,Beijing 100081,China;2.Institute of Crustal Dynamics,CEA,Beijing 100085,China; 3.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China; 4.Institute of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China; 5.Institute of Engineering and Mechanics,CEA,Harbin 150090,China);Damage Features of R.C Frame Structures in Wenchuan Earthquake[J];Journal of Beijing University of Technology;2009-06
7 HU Xiao-feng1,JIAN Zheng1,MA Zhe2(1.Xi'an University of Technology,Xi'an 710048,China;2.Henan University of Urban Construction,Pingdingshan 467001,China);Design on structure system of light-gauge steel frame for residential building[J];Journal of Pingdingshan Institute of Technology;2009-02
8 WU Bo,CHEN Zhantu(State Key Laboratory of Subtropical Building Science,South China Univ.of Technology,Guangzhou 510640,China);Preliminary study on RC frame structures with sliding at partial column upper ends for preventing collapse[J];Journal of Earthquake Engineering and Engineering Vibration;2008-04
9 PENG Xiaobo1,3,LI Xiaojun2,LIU Qifang1,LIU Bideng1(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.Institute of Geophysics,China Earthquake Administration,Beijing 100081,China;3.Earthguake Engineering Institute of Jiangsu Province,Nanjing 210014,China);Building damage attenuation and aseismic performance analysis in Wenchuan earthquake[J];Journal of Earthquake Engineering and Engineering Vibration;2011-03
10 LU Xinzheng,TANG Daiyuan,YE Lieping,SHI Wei (Department of Civil Engineering,Tsinghua University,Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Beijing 100084,China);Study on the seismic collapse resistance of RC frame structures with equal spans in zones with seismic intensity Ⅶ[J];Journal of Earthquake Engineering and Engineering Vibration;2011-05
China Proceedings of conference Full-text Database 8 Hits
1 Xie yuren~1 Lin Shuzhi~2 (1.Xiamen Hordor Engineering Design Co.Ltd;2.Xiamen Construction and Administration Bureau 361003);Some Suggestions on Strengthening for damaged Buildings with wrong Structural Layout[A];[C];2008
2 Li Jianxiang Hou Jianguo (School of civil engineering Wuhan University,Hubei Wuhan 430072);Preliminary exploration on the setting-level of the safety degree of the checking aseismic capacity in our existing specification[A];[C];2009
3 Chen Zaixian~(1,2) Wang Fenglai~1 Yang Tonggai~1 Yang Gang~1 (1.Harbin Institute of Technology,Harbin 150090,China;2.Harbin Institute of Technology at Weihai,Weihai 264209,China);Experimental studies on seismic performance of strengthening frame-supported reinforced concrete masonry short-leg shear wall structure damaged by earthquake—Part(Ⅰ):damage assessment and reinforcement scheme[A];[C];2012
4 Xing Chao~1,Liu Qin~1,Wang Qisheng~1,Liu Jinglei~2 (1 Norendar International Ltd.,Shijiazhuang 050011,China; 2 Tianjin University School of Civil Engineering,Tianjin 300072,China);Elastic-plastic seismic response analysis of steel frame-steel plate shear wall structure for an office building[A];[C];2013
5 Zhang Suzhen~1,Zheng Qizhen~1,Qi Changjun~2,An Yawen~1 (1 Department of Civil Engineering,University of Shanghai for Science and Technology,Shanghai 200093,China; 2 East China Branch of Central Research Institute of Building & Construction,MCC Group,Shanghai 200093,China);Seismic appraisal analysis for the bottom frame structure[A];[C];2013
6 Yu Jinghai~1,Li Luchuan~2,Jia Li~1,Yan Xiangyu~1 (1 Architectural Design and Research Institute of Tianjin University,Tianjin 300073,China; 2 School of Civil Engineering,Tianjin University,Tianjin 300072,China);Elastic-plastic time-history analysis of the cantilevered steel truss structure in a long span[A];[C];2013
7 CAO Wan-lin;ZHANG Yong-bo;DONG Hong-ying;ZHOU Zhong-yi;ZHANG Jian-wei;College of Architecture and Civil Engineering, Beijing University of Technology;;RESEARCH AND APPLICATION ON ASEISMIC ENERGY-SAVING STRUCTURE SYSTEM FOR RURAL BUILDINGS[A];[C];2014
8 Hu Qigao,Kong Weixue,Xie Jianjun(Military Basic Education College,National University of Defense Technology,Changsha 410072,China);Failure law and inspiration of precast slab in earthquake[A];[C];2011
Chinese Journal Full-text Database 10 Hits
1 ZENG Xiao ming 1,YANG Wei jun 2,SHI Chu xian 3 (1.The Eighth Design Institute,Ministry of Machine Industry,Changsha 410007,China; 2.Dept.of Architectural Engineering,Changsha Communication University,Changsha 410076,China; 3.Dept.of Civil Eng;Study of consititution relationship model for compressive masonry[J];Building Science Research of Sichuan;2001-03
2 LI Jianwei,ZHOU Miao (Henan Polytechnic University,Jiaozuo 454000,China);Feasibility study on exterior insulation ceramic tile[J];Sichuan Building Science;2011-05
3 LI Yingmin1,2,HAN Jun1,TIAN Qixiang1,CHEN Weixian1,ZHAO Shengwei1(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China;2.Key Laboratory of New Technique for Construction of Cities in Mountain Area,Chongqing 400045,China);Study on influence of infilled walls on seismic performance of RC frame structures[J];Journal of Earthquake Engineering and Engineering Vibration;2009-03
4 YANG Chun-xia,HOU Xiao-hui(School of Civil Engineering and Architecture,Changsha University of Science and Technology,Changsha 410076,China);Calculation models of stiffness in masonry-infilled frame structures[J];Fujian Building Materials;2011-01
5 Li Yong-ping,Ding Jian-guo(Department of Structure Engineering,NUST,Nanjing 210094,China);Finite Element Analysis on Seismic Action for the Structure of Outer Wall Insulation[J];Earthquake Resistant Engineering and Retrofitting;2010-03
6 ;Acoustical decoration design for the convention center of China Science and Technology Hall[J];Architectural Creation;2002-06
7 SONG Changyou1,CHEN Danlin2,JI Guangqi3(1.Beijing Zhenli High Technology Co.,Ltd.,100073,Beijing,China;2.Beijing No.6 Construction Engineering Company,100039,Beijing,China;3.China Academy of Building Research,100013,Beijing,China);PRESENT FIREPROOF TECHNOLOGY OF EXTERNAL INSULATION SYSTEM IN EXTERNAL WALL[J];Architecture Technology;2007-05
8 CUI Yan-qiu1,MIAO Ji-kui1,LUO Cai-ling2(1.Shandong Jianzhu University 250101,Ji'nan,China;2.Shandong Jianzhu University Center for Identification and Test of Building Engineering,250013,Ji'nan,China);ANALYSIS AND PREVENTION OF FACING BRICK FALLING IN POLYSTYRENE BOARD EXTERNAL-INSULATION PROJECT[J];Architecture Technology;2010-09
9 LI Hai-feng WANG Guang-hui;The meaning and ways of architectural energy saving[J];Shanxi Architecture;2008-08
10 DING Jian-guo(School of Sciences,NUST,Nanjing 210094,China);Seismic Analysis of External Insulation System Installed on Exterior Wall under Frequently Occurred Earthquake[J];Journal of Nanjing University of Science and Technology;2012-04
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Fang Hai,Li Shengyu,Wang Shuguang,Liu Weiqing(College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China);Research on earthquake-reduction design method of continuous girder bridges in a high-intensity earthquake area[J];Earthquake Engineering and Engineering Vibration;2005-06
2 SUN Jingjiang,MA Qiang,SHI Hongbin,SUN Zhongxian (Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);Building damage in cities and towns located in higher intensity areas during Wenchuan earthquake[J];Journal of Earthquake Engineering and Engineering Vibration;2008-03
3 TIAN Wen-bin 1(1 Taiyuan No.1 Themal Power Plant,Taiy uan 030021,China);Seismic Base Isolation and Energy Dissipation Technique[J];Journal of Electric Power;2002-04
4 XU Xi-wei YU Gui-hua MA Wen-tao RAN Yong-kang CHEN Gui-hua HAN Zhu-jun Zhang Lan-feng (Institute of Geology, China Seismological Bureau, Beijing 100029, China) YOU Hui-chuan (Institute of Geophysics, China Seismological Bureau, Beijing 100081, China);EVIDENCE AND METHODS FOR DETERMINING THE SAFETY DISTANCE FROM THE POTENTIAL EARTHQUAKE SURFACE RUPTURE ON ACTIVE FAULT[J];Seismology and Geology;2002-04
5 YANG Zhu-en DENG Zhi-hui MA Wen-tao SUN Qian CHEN Gui-hua(Institute of Geology,China Earthquake Administration,Beijing 100029,China);SOME DESTRUCTION AND ITS SEISMIC INTENSITY IN MEIZOSEISMAL REGION OF WENCHUAN EARTHQUAKE WITH MAGNITUDE 8,SICHUAN,CHINA[J];Seismology and Geology;2008-02
6 XU Xi-wei1) WEN Xue-ze2) YE Jian-qing3) MA Bao-qi4) CHEN Jie1)ZHOU Rong-jun2) HE Hong-lin1) TIAN Qin-jian5) HE Yu-lin2)WANG Zhi-cai6) SUN Zhao-min6) FENG Xi-jie7) YU Gui-hua1)CHEN Li-chun1) CHEN Gui-hua1) YU Shen-e4) RAN Yong-kang1)LI Xi-guang8) LI Chen-xia1) AN Yan-fen1)1)National Center for Active Fault Studies,Institute of Geology,China Earthquake Administration,Beijing 100029,China2)Earthquake Administration of Sichuan Province,Chengdu 610041,China3)Earthquake Administration of Zhejiang Province,Hangzhou 310013,China4)Institute of Crustal Dynamics,China Earthquake Administration,Beijing 100085,China5)China Center for Earthquake Disaster Prevention,Beijing 100029,China 6)Earthquake Administration of Shandong Province,Jinan 250014,China7)Earthquake Administration of Shaanxi Province,Xi'an 710068,China8)Earthquake Administration of Guangxi Zhuang Autonomous Region,Nanning,530022,China;THE M_S8.0 WENCHUAN EARTHQUAKE SURFACE RUPTURES AND ITS SEISMOGENIC STRUCTURE[J];Seismology and Geology;2008-03
7 HE Hong-lin1) SUN Zhao-min2) WEI Zhan-yu1) DONG Shao-peng1)GAO Xiang1) WANG Shi-yuan3) WANG Ji-qiang2)1)National Center for Active Fault Studies,Institute of Geology,China Earthquake Administration,Beijing 100029,China2)Earthquake Administration of Shandong Province,Jinan 250014,China3)Earthquake Administration of Sichuan Province,Chengdu 100717,China;RUPTURE OF THE M_S 8.0 WENCHUAN EARTHQUAKE ALONG BAISHAHE RIVER[J];Seismology and Geology;2008-03
8 CHEN Gui-hua1) LI Feng1,2) ZHENG Rong-zhang1) XU Xi-wei1)YU Gui-hua1) WEN Xue-ze3) AN Yan-fen1) LI Chen-xia1)1)National Center for Active Fault Studies,Institute of Geology,China Earthquake Administration,Beijing 100029,China2)China Earthquake Disaster Provention Center,Beijing 100029,China3)China Earthquake Administration of Sichuan Province,Chengdu 610041,China;SEVERAL ISSUES IN THE QUANTITATIVE ANALYSIS OF CO-SEISMIC SURFACE RUPTURE PRODUCED BY REVERSE FAULTS:A CASE STUDY FROM THE 2008 WENCHUAN EARTHQUAKE[J];Seismology and Geology;2008-03
9 LI Chuan-you1) YE Jian-qing2) XIE Fu-ren3) ZHENG Wen-jun1)HAN Yong-bing2) LIU Yu-fa4) WANG Wei-tao1) WEI Zhan-yu1)ZHAO Dong2) MA Bao-qi3) REN Jun-jie3)1)National Center for Active Fault Studies,Institute of Geology,China Earthquake Administration,Beijing 100029,China2)Earthquake Administration of Zhejiang Province,Hangzhou 310013,China3)Institute of Crustal Dynamics,China Earthquake Administration,Beijing 100085,China4)Earthquake Administration of Sichuan Province,Chengdu 610041,China;CHARACTERISTICS OF THE SURFACE RUPTURE ZONE OF THE M_S8.0 WENCHUAN EARTHQUAKE,CHINA ALONG THE SEGMENT NORTH TO BEICHUAN[J];Seismology and Geology;2008-03
10 ZHOU Qing XU Xi-wei YU Gui-hua CHEN Xian-chengHE Hong-lin YIN Gong-ming (Institute of Geology,China Earthquake Administration,Beijing 100029,China);INVESTIGATION ON WIDTHS OF SURFACE RUPTURE ZONES OF THE M 8.0 WENCHUAN EARTHQUAKE,SICHUAN PROVINCE,CHINA[J];Seismology and Geology;2008-03
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