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- W2368077093 abstract "Most investigations on progressive collapse analysis of structures subjected to extreme actions cannot modify analytical model according to real-time damage evolution status,and various impact processes caused by failed structural components during progressive collapse cannot be considered as well. Such issues associated with impact are truly crucial in numerically predicting structural responses during progressive collapse analysis. According to the beam-to-beam impact mechanism developed for reinforced concrete frame structures,impact force-time history is determined by using Matlab language and then is incorporated into OpenSees platform to modify structural model. The effect of beam-to-beam impact behavior on the responses of RC concrete frame structures excited by strong earthquakes can be reasonably reflected. The results of these procedures are compared with those from conventional time history analysis for an example RC frame. It can be concluded that the incorporation of Matlab and OpenSees Tcl language can compute impact force time history and modify structural model in real-time. With the consideration of beam-to-beam impact and progressive failure of components,the horizontal displacement and rotation of the structure increase while the vertical displacement decreases to some extent." @default.
- W2368077093 created "2016-06-24" @default.
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- W2368077093 date "2014-01-01" @default.
- W2368077093 modified "2023-09-22" @default.
- W2368077093 title "OpenSees-based Numerical Implementation of Beam-to-Beam Impact Behavior of Concrete Structures Subjected to Strong Earthquakes" @default.
- W2368077093 hasPublicationYear "2014" @default.
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