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《Sichuan Building Science》 2013-02
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Performance analysis of building structure additional redundant oblique rod

ZHANG Shaowu,FENG Ying,WANG Haoyan,SUN Changzheng(School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China)  
In order to improve the ability of anti-collapse of the structure under mega earthquake,this paper describes that add redundant oblique rod to the building structure increasing the degree of redundancy of structural force and seismic reserve capacity,improve the seismic capacity of the second line of defense,thus improving the ability of anti-collapse of structural system under mega earthquake.Building structure has added redundant oblique rod,in order to get elastic-plastic response of rare earthquake that creat a single-particle structure system to add redundant oblique rod,then do nonlinear time history analysis under the rare earthquake.Research redundant oblique rod play a role of different conditions and oblique rod stiffness range.Analysis results show that:for the basic cycle T=0.6 s and T= 0.8 s of the building structure add redundant oblique rod,the earlier play a role of oblique rod,the greater stiffness of oblique rod is,the bettter effect of limiting the maximum relative displacement is.
【CateGory Index】: TU352.11;TU313
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 Lu Xin-zheng,Ye Lie-ping(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 Structural System[J];Earthquake Resistant Engineering and Retrofitting;2010-01
2 Deng Jun\ Tang Jiaxiang(College of Civil Engineering,Huazhong University of Science and Technology\ Wuhan\ 430074);CHOICE AND MEASUREMENT OF SEISMIC RECORDS FOR TIME-HISTORY ANALYSIS[J];INDUSTRIAL CONSTRUCTION;2000-08
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 GAO Jianping(School of Civil Engineering and Architecture,East Jiaotong University,Nanchang 330013,China);FE analysis of an incorporated masonry-in-frame system[J];Sichuan Building Science;2007-03
2 LIU Chengqing,ZHAO Shichun(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Study on dynamic instability of reticulated domes with IDA[J];Sichuan Building Science;2011-03
3 WU Zeyu 1,2,ZHANG Qingxiao3(1.School of Water Conservancy and Environmental Engineering,Zhengzhou University,Zhengzhou 450001,China; 2.Civil and Transportational Department,North China University of Water Conservancy and Electric Power, Zhengzhou 450045,China; 3.Zhengzhou Architecture Design Institute,Zhengzhou 450052,China);Analysis of dynamic property and seismic response of leaning arch bridge[J];Sichuan Building Science;2012-02
4 SHI Qiyin1,CAI Yonggang1,LI Aiqun2(1.Department of Civil Engineering,Jiangsu University,Zhenjiang 212013,China; 2.Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education,Southeast University,Nanjing 210096,China);Analysis of free vibration characteristics and seismic response of long-span truss string structure[J];Sichuan Building Science;2012-03
5 Li Chuan-song;Views on seismic wave input of time history analysis[J];Journal of Anhui Vocational College of Electrontcs & Information Technology;2005-06
6 ZHOU Hong-geng,MA Wei,SHEN Xiao-pu(School of Civil Engineering,Anhui University of Architecture,Hefei 230022,China);Seismic damage prediction and countermeasure study of the important public building in Hefei[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2009-04
7 HUANG Shi-xian,YE Xian-guo(School of Civil Engineering,Hefei University of Technology,Hefei 230009,China);Seismic performance assessment of mega-frame structures based on IDA method[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2011-05
8 HU Dong-qing (Huaibei Vocational Technical College,Huaibei,Anhui 235000);Three Dimensional Finite Element Analysis of Engine Connecting Rod[J];Journal of Anhui Agricultural Sciences;2009-14
9 Cao Jinfeng,Kong Liang,Wang Xuchun(School of Science,Qingdao Technological University,Qingdao,Shandong 266520,China);Numerical Simulation of Hydraulic Fracturing Technique in Geostress Measurement[J];Chinese Journal of Underground Space and Engineering;2012-01
10 PENG You-yu,LIU Guang-zheng,GUO Xiao-yan(China North Vehicle Research Institute,Beijing 100072,China);the FEA of Primary Parts of Short-long Arm Suspension[J];Vehicle & Power Technology;2009-03
China Proceedings of conference Full-text Database 10 Hits
1 LI Gang1,TANG Xiu-hui1,ZHANG Shu-chuan2 1Department of Engineering Mechanics,State Key Laboratory of Structural Analysis for Industrial Equipment Dalian University of Technology,Dalian 116024 2Xiamen Hedao Engineering Design Groups Co.Ltd.,Xiamen,361004;The Seismic Performance of RC Single Span Structures for the Primary and Middle School Buildings[A];[C];2011
2 Fang Jiazhi, Liu Guangzheng China North Vehicle Research Institute,Beijing,100072;Study on Nonlinear Analysis of FEA of Safety of Coal Mill[A];[C];2008
3 ;基于数值模拟的车门抗凹性分析[A];[C];2009
4 LIU Sheng-feng,ZHANG Yan-xia,ZHOU Dong (Institute of Civil Engineering,Chongqing Jiaotong University,Chongqing 400074,China);Two algorithms based on a cyclic polycrystal model[A];[C];2009
5 Jin Shi,Yang Hezhou,Su Xiurong Zhengzhou Nissan Automobile Co.,Ltd.450016;The Design and CAE Analysis of Hood and Hood-intake System for Y43[A];[C];2010
6 XIAO,Yan~(1,2),CHEN Guo~1,Yang rui-zhen~1,SHE li-yong~1,Zhou Quan~1 (1.Institute of Modern Bamboo,Timber and Composite Structures(IBTCS),College of Civil Engineering,Hunan University,Changsha 410082,Hunan);Seismic Analysis of Modern Bamboo Family House[A];[C];2009
7 Chu Mingjin~1,Feng Peng~2,Ye Lieping~2 (1.School of Civil Engineering,Yantai University,Yantai 264005,China;2.Department of Civil Engineering,Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry,Tsinghua University,Beijing 100084,China);Study on failure mode of adaptive-slit shear walls[A];[C];2011
8 HUANG Ming-lan,GAO Ri (School of Civil Engineering,Beijingjiaolong University,Beijing 100044,China);DAMAGE SIMULATION OF PIPELINE STRUCTURE BASED ON NATURAL FREQUENCY[A];[C];2011
9 JIA Lian-guang1,LI Qing-wen2,LIU Yong-fang1(1.School of Civil Engineering,Shenyang Jianzhu University,Shenyang,Liaoning 110168,China;2.Liaoning Electric Power Survey & Design Institute,Shenyang,Liaoning 110179,China);PERFORMANCE ANALYSIS AND CALCULATION OF SHEAR FORCE RESISTANCE FOR CELLULAR BEAM[A];[C];2012
10 CHEN Feng1,DI Qin-feng1,WANG Wen-chang1,WANG Ming-jie1,YUAN Peng-bin2,ZHOU Yong-qi2(1.Shanghai University,Shanghai Institute of Applied Mathematics and Mechanics,Shanghai Key Laboratory of Mechanics in Energy Engineering,Shanghai 200072,China;2.Shanghai HiLong Petroleum Tubular Goods Research Institute,Shanghai 200949,China);THE INFLUENCE OF THE CLEARANCE OF SECONDARY SHOULDER TO THE PERFORMANCE OF DOUBLE SHOULDER DRILL PIPE JOINT[A];[C];2012
【Secondary Citations】
Chinese Journal Full-text Database 4 Hits
1 Cheng Minxian and Chen Dan (Tsinghua University);EARTHQUAKE RESPONSE SPECTRA TAKING ACCOUNT OF LOW CYCLE FATIGUE OF STRUCTURES[J];Earthquake Engineering and Engineering Vibration;1988-04
2 Akenjiang Tuohuti,Qi Guo-qing,Chen Han-qing(College of Architectural Engineering,Xinjiang University,Urumqi 830091,China);Seismic Damage and Seismic Countermeasures of Xinjiang Traditional Adobe House[J];Earthquake Resistant Engineering and Retrofitting;2008-01
3 YE Lie-ping, LU Xin-zheng, MA Qian-li, WANG Xun-liu, MIAO Zhi-wei (Department of Civil Engineering, Tsinghua University, Beijing 100084, China);NONLINEAR ANALYTICAL MODELS, METHODS AND EXAMPLES FOR CONCRETE STRUCTURES SUBJECT TO EARTHQUAKE LOADING[J];Engineering Mechanics;2006-S2
4 WANG Xun-liu , LU Xin-zheng , YE Lie-ping (Department of Civil Engineering, Tsinghua University, Beijing 100084, China);NUMERICAL SIMULATION FOR THE HYSTERESIS BEHAVIOR OF RC COLUMNS UNDER CYCLIC LOADS[J];Engineering Mechanics;2007-12
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