Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Earthquake Engineering and Engineering Vibration》 2008-01
Add to Favorite Get Latest Update

Shaking table tests on 3-storey wood-concrete hybrid structure

XIONG Haibei 1,NI Chun 2,LU Xilin 1,JIA Guocheng 1(1.College of Civil Engineering,Tongji University,Shanghai 200092,China;2.FP Innovation Forintek,Vancouver V6T 1W5,Canada)  
When there is a relatively large body of technical information on the seismic performance of wood-frame buildings to resist seismic ground motions,the quantitative assessment of seismic resistance of wood hybrid is less well understood.In this paper,the shaking table tests of full-scale wood hybrid buildings are reported.The 3-storey specimen,6.1m×3.7m in plan,consisting of a symmetric two-storey wood-frame structure on top of a one-storey concrete frame.A total of five different structural configurations representing different stiffness ratios between the wood-frame structure and concrete frame were tested.Shaking was applied in the longitudinal direction by three earthquake ground motions applied successively at peak acceleration levels of 0.1g to 0.5g.The natural frequencies and damping of integral structure were detected before and after each excitation.The accelerations and displacements at every floor,as well as the anchorage forces and uplift displacements between upper wood structures and lower concrete frames were recorded.Based on these test results,some conclusions are drawn that:(1) Models show good performance to resist seismic excitation up to 0.5g.(2)The anchor bolts connections between concrete and wood structure are reliable.(3) The first mode vibrations type is dominant in each of five models,but the second mode vibration is visible in concrete frame with large stiffness ratio.(4) Displacement response of model with larger stiffness ratio is not so strong as that with smaller ratio under ground motion.
【Fund】: 中国-加拿大科技合作项目(20061101)
【CateGory Index】: TU398.9;TU352.11
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 4 Hits
1 ZONG Zhouhong~(1*) CHEN Liang~2 HUANG Fuyun~2 (1.College of Civil Engineering,Southeast University,Nanjing 210096,China;2.College of Civil Engineering, Fuzhou University,Fuzhou 350108,China);Research and Application of Testing Technology of the Earthquake Simulation Multiple Shaking Table Facilities[J];Structural Engineers;2011-S1
2 LI Tao,LI Sheng-cai(School of Civil Engineering,Huaqiao University,Quanzhou 362021,China);The Research Status and Development of Shaking Table Test for Structures[J];Journal of Jiaying University;2011-02
3 Kang Jiahua Xiong Haibei Lü Xilin(State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China);Cyclic tests of full-scale wood-framed constructions[J];China Civil Engineering Journal;2010-11
4 LI Shu-jin,WANG Xiao-ping,CAI Jiang-yong,JIANG Cang-ru(School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China);Shaking Table Test of a Full Size Two-story New Kind Light Steel House[J];Journal of Wuhan University of Technology;2010-02
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 FAN Ke,LI Zhen-bao,YAN Wei-ming(Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100022,China);Vibration table tests for the archbridge under multi points inputs[J];Journal of Railway Science and Engineering;2007-06
2 Wang Yan-hua,Cheng Wen-rang,Lu Fei,Chen Zhong-fan(Southeast University,Nanjing 210096,China);Development of the Shaking Table[J];Earthquake Resistant Engineering and Retrofitting;2007-05
3 Wang Xiaoping Jiang Cangru Cai Jiangyong Li Shujin (School of Civil Engineering and Architecture,Wuhan University of Technology Wuhan 430070);A NEW KIND OF LIGHT STEEL STRUCTURE-WEB LIGHT-GAUGE JOIST STEEL SYSTEM[J];Steel Construction;2007-03
4 Li Yongshuang~1,Xu Ziguo~1,Cao Jinzhe~1,Zhang Hong~1,Xiao Congzhen~1,Luo Wei~2(1 China Academy of Building Research,Beijing 100013,China;2 Guangzhou Tianjian Real Estate Development Co.,Ltd.,Guangzhou 510632,China);Elasto-plastic analysis and shaking table test of a multi-tower tall building[J];Building Structure;2009-03
5 LU Liang LU Xilin(Tongji University, Shanghai 200092);Study of Dynamic Similitude Law for the Shaking Table Test to Cancel the Gravity Distortion Effect[J];Structural Engineers;2001-04
6 ZHOU Ying LU Xilin LU Wensheng(Tongji University,Shanghai 200092);Error Analysis of Dynamic Test on High-rise Building Model[J];Structural Engineers;2006-01
7 ZANG Ya-ming1 GUO Jian2 LIU Wei-qing2(1.Nantong Prospect Design Co.,Ltd.,Nantong Jiangsu 226006 China;2.College of Civil Engineering,Nanjing University of Technology,Nanjing Jiangsu 210009 China);Comparative Study on the Seismic Behavior of two Structure Systems with Special-Shaped Columns[J];Jiangsu Construction;2007-04
8 QI Ai1,ZHENG Guochen1,2,YAN Weiming3(1.College of Civil Engineering,Fuzhou University,Fuzhou 350002,China;2.Earthquake Administration of Fujian Province,Fuzhou 350003,China;3.Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100022,China);Shaking table tests on story-isolation structures considering parametric optimization[J];Journal of Building Structures;2009-02
9 CHEN Guoxing,WANG Zhihua,ZAI Jinmin (Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China);Shaking table model test of soil-structure dynamic interaction system[J];World Information On Earthquake Engineering;2002-04
10 LOU Meng-lin 1, WANG Wen-jian 1, MA Heng-chun 2, ZHU Tong 2 (1.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China 2.Department of Civil Engineering,Dalian University of Technology, Dalian 116023,;Study on Soil-pile-structure Interaction System by Shaking Table Model Test[J];Journal of Tongji University;2001-07
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved