ANALYTICAL STUDIES ON A 6-STORY FULL-SCALE REINFORCED CONCRETE WALL-FRAME STRUCTURE TO COLLAPSE
A 6-story full-scale reinforced concrete building subjected to severe earthquake loading simulated by E-Defense at Kobe, Japan experienced the collapse process which was planned and expected in preliminary analysis. In this paper, in addition to the brief description about experiment, modified modeling approaches on the evaluation of stiffness, strength and support condition of specimen are introduced to improve the quantitative correlation (e.g. displacement and base shear) between test and analysis. The reevaluation of initial stiffness resulting skeleton curve to be modified gave a good agreement between test and analysis and the increased girder strength enhanced the shear force carried by columns, leading maximum base shear to be reproduced in analysis.
full-scale shake table test reinforced concrete collapse effective slab width
Y. Kim T. Kabeyasawa T. Matsumori T. Kabeyasawa
Earthquake Research Institute, University of Tokyo, Tokyo, Japan National Research Institute for Earth Science and Disaster Prevention, Hyogo, Japan Structural Engineering Research Center, Tokyo Institute of Technology, Tokyo, Japan
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）