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contributor authorZiran Zhou
contributor authorMarco Andreini
contributor authorLuca Sironi
contributor authorPierino Lestuzzi
contributor authorEdward Andò
contributor authorFrédéric Dubois
contributor authorDavide Bolognini
contributor authorFilippo Dacarro
contributor authorJosé E. Andrade
date accessioned2024-04-27T20:48:55Z
date available2024-04-27T20:48:55Z
date issued2023/12/01
identifier other10.1061-JENMDT.EMENG-7036.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296019
description abstractVarious papers have presented different methods for computations of mechanics and kinematics of discrete structural systems. However, little has been done in comparing and benchmarking the seismic response from two different discrete-system-models with experiments. This paper presents a detailed seismic performance comparison between two models—level set discrete element method (LS-DEM) and Logiciel de Mécanique Gérant le Contact (LMGC90), calibrated with shake table experiments conducted on four concrete-block configurations. Theories of both models are thoroughly explained and compared. The simulation results are benchmarked against experimental data. Finally, the principal results and significance of this benchmarking effort is discussed.
publisherASCE
titleDiscrete Structural Systems Modeling: Benchmarking of LS-DEM and LMGC90 with Seismic Experiments
typeJournal Article
journal volume149
journal issue12
journal titleJournal of Engineering Mechanics
identifier doi10.1061/JENMDT.EMENG-7036
journal fristpage04023097-1
journal lastpage04023097-11
page11
treeJournal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 012
contenttypeFulltext


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