Large‐scale seismic soil–structure interaction analysis via efficient finite element modeling and multi‐GPU parallel explicit algorithm

As urban population increases, integrated underground–aboveground complexes are being constructed at growing paces in major cities. The seismic analysis of such complexes is crucial for the safety and functionality in the threat of potential earthquake disasters. However, fine‐grained numerical mode...

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Vydáno v:	Computer-aided civil and infrastructure engineering Ročník 39; číslo 12; s. 1886 - 1908
Hlavní autoři:	Zhao, Mi, Ding, Qingpeng, Cao, Shengtao, Li, Zhishan, Du, Xiuli
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Hoboken Wiley Subscription Services, Inc 01.06.2024
Témata:	Algorithms Dynamic response Earthquake damage Finite element method Graphics processing units Nonlinear dynamics Nonlinear response Numerical models Seismic analysis Software Soil analysis Soil-structure interaction Structural damage Structural response Underground structures
ISSN:	1093-9687, 1467-8667
On-line přístup:	Získat plný text
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