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contributor authorOmar A. Sediek
contributor authorSherif El-Tawil
contributor authorJason McCormick
date accessioned2022-01-31T23:47:19Z
date available2022-01-31T23:47:19Z
date issued5/1/2021
identifier other%28ASCE%29ST.1943-541X.0002985.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270356
description abstractThe debris field of earthquake-induced building collapse can block or reduce the capacity of adjacent sidewalks and roads, hinder emergency and evacuation operations, and therefore adversely influence the seismic resilience of a community. To consider the influence that earthquake-induced building collapse can have on mobility after an earthquake, the seismic debris field generated from the collapse of prototype reinforced-concrete (RC) moment resisting frame buildings with different heights is characterized using a validated applied element method (AEM) computational model. A deep neural network (DNN) is used to classify the mode of collapse of the prototype buildings based on a set of input parameters related to the properties of the applied ground motion record and the building height. The DNN is able to predict the collapse mode of the studied prototype building with an accuracy of 92% and 82% for the training and test datasets, respectively. The extent of the debris field around the collapsed buildings is then characterized probabilistically. It is shown that the extent of the debris field does not depend on the design code used to proportion the buildings. Based on the simulation results, an expression that captures the extent of the debris field as a function of building height is developed.
publisherASCE
titleSeismic Debris Field for Collapsed RC Moment Resisting Frame Buildings
typeJournal Paper
journal volume147
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0002985
journal fristpage04021045-1
journal lastpage04021045-15
page15
treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 005
contenttypeFulltext


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