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contributor authorCem Topkaya
contributor authorAhmet Serhat Kalaycı
contributor authorEric B. Williamson
date accessioned2017-05-08T21:25:46Z
date available2017-05-08T21:25:46Z
date copyrightJuly 2008
date issued2008
identifier other%28asce%291084-0702%282008%2913%3A4%28418%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51137
description abstractA study has been undertaken to investigate different solver and shell element performances for curved bridge finite-element analysis. Three sparse solvers were implemented into a bridge finite-element analysis code, and the solution times and memory requirements for typical bridges were compared. In addition, the use of four-node and nine-node shell elements in modeling was investigated for different mesh densities. Based on the comparative studies performed, modeling guidelines for practicing engineers have been developed and are presented herein.
publisherAmerican Society of Civil Engineers
titleSolver and Shell Element Performances for Curved Bridge Analysis
typeJournal Paper
journal volume13
journal issue4
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2008)13:4(418)
treeJournal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 004
contenttypeFulltext


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