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
dc.date.accessioned2008-09-25T06:37:31Zen
dc.date.available2008-09-25T06:37:31Zen
dc.date.copyright2005en
dc.date.issued2005en
dc.identifier.citationWu, H. (2005). Design of reinforced concrete walls with openings for strength and ductility. Doctoral thesis, Nanyang Technological University, Singapore.en
dc.identifier.urihttps://hdl.handle.net/10356/12114en
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
dc.format.extent200 p.en
dc.language.isoenen
dc.rightsNanyang Technological Universityen
dc.subjectDRNTU::Engineering::Civil engineering::Structures and designen
dc.titleDesign of reinforced concrete walls with openings for strength and ductility.en
dc.typeThesisen
dc.contributor.supervisorLi, Bingen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.description.degreeDOCTOR OF PHILOSOPHY (CEE)en
dc.identifier.doi10.32657/10356/12114en
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