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Post-crack and post-peak behavior of reinforced concrete members by nonlinear finite element analysis

Thesis (Ph. D.)--University of Hong Kong, 2006. / Title proper from title frame. Also available in printed format.

Identiferoai:union.ndltd.org:OCLC/oai:xtcat.oclc.org:OCLCNo/184249890
Date January 2006
CreatorsWu, Yi,
Source SetsOCLC
LanguageEnglish
Detected LanguageEnglish
SourceClick to view the E-thesis via HKUTO

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