Abstracts & Keywords


 

Home
Aims & Scope
Editorial Board
Contents & Abstracts
Submitting Your Paper
Copyright & Permissions
Subscriptions and Orders

 

Back Up Next

Shaking table test and dynamic response prediction on an earthquake-damaged RC building

Ye Xianguo (叶献国)1, Qian Jiaru (钱稼茹)2 and Li Kangning (李康宁)3

  1. Hefei University of Technology, Hefei 230009, China

  2. Tsinghua University, Beijing 100084, China

  3. CANNY Consultants Pte. Ltd., 261 Waterloo Street, Singapore 180261

Abstract: This paper presents the results from shaking table tests of a one-tenth-scale reinforced concrete (RC) building model. The test model is a protype of a building that was seriously damaged during the 1985 Mexico earthquake. The input ground excitation used during the test was from the records obtained near the site of the prototype building during the 1985 and 1995 Mexico earthquakes. The tests showed that the damage pattern of the test model agreed well with that of the prototype building. Analytical prediction of earthquake response has been conducted for the prototype building using a sophisticated 3-D frame model. The input motion used for the dynamic analysis was the shaking table test measurements with similarity transformation. The comparison of the analytical results and the shaking table test results indicates that the response of the RC building to minor and the moderate earthquakes can be predicated well. However, there is difference between the predication and the actual response to the major earthquake.

Keywords: RC building; shaking table test; seismic response; inelastic dynamic analysis

Back Up Next

horizontal rule

Copyright 2009 IEM. Journal of Earthquake Engineering and Engineering Vibration. All Rights Reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording, scanning or otherwise, except as described below, without written permission from the Publisher. Copying of articles is not permitted except for personal and internal use, to the extent permitted by national copyright law, or under the terms of a license issued by the National Reproduction Rights Organization of China.