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EXPERIMENTAL STUDY ON COLLAPSE BEHAVIOR OF WEAK-BEAM PLANAR FRAME SUBJECTED TO REPEATED HORIZONTAL LOADING

机译:反复水平荷载作用下的弱束平面框架的倒塌性能试验研究

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摘要

Growth phenomena of bow-shaped deformation mode in multistory multibay weak-beam-type planar frames has been predicted by sym-metry limit theory and equilibrium path bifurcation theory.To verify hte validity of hte theoretical prediction of the bow-shaped mode appearance,static and dynamic loading tests on the 3-story 1-span miniature model frame of weak-beam-type have been carried out.In the previous article.Part I,th eresults of the static loading tests were presented.The prediction method for the bow-shaped mode appearance was verified and the characteristics of the collapse behavor of the frame under repeated loading were clarified.In the present article,Part II,hte results of dynamic loading tests are presented. The dynamic collapse process of the frame including bow-shaped mode appearance and the drift of vibation center is examined in detail through the comparison of the results of the test specimens under various loading conditions.The validity of the two prediction mehthods fort the bow-shaped mode appearance and the drift appearance in sway-mode vibration center is verified.
机译:通过对称极限理论和平衡路径分叉理论,对多层多湾弱梁式平面框架中弓形变形模式的增长现象进行了预测。为验证理论预测弓形模式外观,静力的有效性。在前一篇文章中,进行了第一部分的静态载荷试验结果。弓的预测方法验证了结构的模态外观,并阐明了框架在反复加载下的塌陷特性。在本文中,第二部分介绍了动态加载试验的结果。通过比较不同载荷条件下试件的结果,详细研究了包括弓形模态出现和振动中心漂移在内的框架的动态塌陷过程。两种预测方法对弓形的有效性验证了摆模振动中心的模态外观和漂移外观。

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