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

TitlePost-crack and post-peak behavior of reinforced concrete members by nonlinear finite element analysis
Authors
Advisors
Advisor(s):Kwan, AKH
Issue Date2006
PublisherThe University of Hong Kong (Pokfulam, Hong Kong)
Citation
Wu, Y. [吳奕]. (2006). Post-crack and post-peak behavior of reinforced concrete members by nonlinear finite element analysis. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3700644
DegreeDoctor of Philosophy
SubjectReinforced concrete - Cracking.
Finite element method.
Dept/ProgramCivil Engineering

 

DC FieldValueLanguage
dc.contributor.advisorKwan, AKH-
dc.contributor.authorWu, Yi-
dc.contributor.author吳奕-
dc.date.issued2006-
dc.identifier.citationWu, Y. [吳奕]. (2006). Post-crack and post-peak behavior of reinforced concrete members by nonlinear finite element analysis. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3700644-
dc.languageeng-
dc.publisherThe University of Hong Kong (Pokfulam, Hong Kong)-
dc.relation.ispartofHKU Theses Online (HKUTO)-
dc.rightsThe author retains all proprietary rights, (such as patent rights) and the right to use in future works.-
dc.rightsCreative Commons: Attribution 3.0 Hong Kong License-
dc.source.urihttp://hub.hku.hk/bib/B37006447-
dc.subject.lcshReinforced concrete - Cracking.-
dc.subject.lcshFinite element method.-
dc.titlePost-crack and post-peak behavior of reinforced concrete members by nonlinear finite element analysis-
dc.typePG_Thesis-
dc.identifier.hkulb3700644-
dc.description.thesisnameDoctor of Philosophy-
dc.description.thesislevelDoctoral-
dc.description.thesisdisciplineCivil Engineering-
dc.description.naturepublished_or_final_version-
dc.description.natureabstract-
dc.identifier.doi10.5353/th_b3700644-
dc.date.hkucongregation2006-

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