Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/12114
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dc.contributor.authorWu, Hui.en_US
dc.date.accessioned2008-09-25T06:37:31Z
dc.date.available2008-09-25T06:37:31Z
dc.date.copyright2005en_US
dc.date.issued2005
dc.identifier.citationWu, H. (2005). Design of reinforced concrete walls with openings for strength and ductility. Doctoral thesis, Nanyang Technological University, Singapore.
dc.identifier.urihttp://hdl.handle.net/10356/12114
dc.description.abstract[THIS THESIS CONSISTS OF THREE (3) PARTS - To date limited research on the seismic behavior of walls with irregular openings has been conducted, and a general design recommendation based on the strut-and-tie models and the capacity design procedures has been provided by the ACI 318 [AI] and NZS 3101 [N6] codes. However, the behavior of the structural walls with irregular openings subjected to seismic loadings and the details of the design procedures have not been adequately addressed. Therefore, experimental and analytical studies on the seismic design of walls with irregular openings were performed in this study.en_US
dc.format.extent200 p.
dc.language.isoen
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and design
dc.titleDesign of reinforced concrete walls with openings for strength and ductilityen_US
dc.typeThesisen_US
dc.contributor.supervisorLi, Bingen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeDoctor of Philosophy (CEE)en_US
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