An alternative modal combination rule for adaptive pushover analysis |
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| Authors: | Alireza Tajik Davoudi Reza Abbasnia Abdolreza Sarvghad‐Moghadam Mohammad‐Mahdi Maddah Ali Khodam |
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| Affiliation: | 1. Department of Civil Engineering, Iran University of Science and Technology, Tehran, Iran;2. International Institute of Earthquake Engineering and Seismology, Tehran, Iran |
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| Abstract: | The main purpose of the present study is to develop an alternative modal combination rule for use in the adaptive pushover analysis. Since the quadratic modal combination rules do not take into account the sign reversals of the modal load vectors in the higher modes, the accuracy of the advanced pushover methods are decreased. The proposed modal combination rule is a direct vectorial addition technique in which the relative contribution of each mode and its sign are taken into account. The proposed modal combination rule is employed within the displacement‐based adaptive pushover technique, and an alternative pushover procedure is developed. In order to verify the accuracy of the proposed method, two reference buildings are used, and the obtained results from the proposed method and nonlinear time history analysis are compared. It is concluded that the proposed method can estimate the benchmark responses with remarkable accuracy. Copyright © 2016 John Wiley & Sons, Ltd. |
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| Keywords: | modal combination rule adaptive pushover higher modes sign reversals moment resisting frame dynamic response |
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