Nonlinear Seismic Risk Assessment of Reinforced Concrete Pile Groups in Charleston, South Carolina, Considering Three-Dimensional Soil–Structure Interaction

dc.contributor.author	Bahuguna, Ashish
dc.contributor.author	Sundararajan, Jatheesan
dc.contributor.author	Ravichandran, Nadarajah
dc.date.accessioned	2026-08-20T21:09:46Z
dc.date.available	2026-08-20T21:09:46Z
dc.date.copyright	2026/03/10
dc.date.issued	2026
dc.identifier.other	IJGNAI.GMENG-12898.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4314047
dc.description.abstract	Abstract Most of the current seismic design specifications are based on traditional fixed-based or simplified soil–structure interaction (SSI) approaches, which often fail to estimate the accurate response of foundation systems during seismic events, ...
dc.publisher	American Society of Civil Engineers
dc.title	Nonlinear Seismic Risk Assessment of Reinforced Concrete Pile Groups in Charleston, South Carolina, Considering Three-Dimensional Soil–Structure Interaction
dc.type	Journal Article
dc.journal.volume	26
dc.journal.issue	5
dc.journal.title	International Journal of Geomechanics
dc.identifier.doi	10.1061/IJGNAI.GMENG-12898
dc.journal.fristpage	04026080-1
dc.journal.lastpage	04026080-21
dc.page	21
dc.tree	International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005
dc.contenttype	Fulltext