dc.contributor.authorHan, Hongshengen_US
dc.date.accessioned2011-12-23T07:31:15Z
dc.date.accessioned2017-07-23T08:27:23Z
dc.date.available2011-12-23T07:31:15Z
dc.date.available2017-07-23T08:27:23Z
dc.date.copyright2009en_US
dc.date.issued2009
dc.identifier.citationHan, H. S. (2009). Precast shear wall with horizontal connection. Doctoral thesis, Nanyang Technological University, Singapore.
dc.identifier.urihttp://hdl.handle.net/10356/46745
dc.description455 p.en_US
dc.description.abstractShear walls are widely used in concrete structures to resist lateral force originated from wind and earthquake. Currently, shear walls using steel sections as flexural reinforcement at two ends are successfully used in practice, and this kind structure also showed good performance in past severe earthquake. Some provisions are available in the NEHRP (1997) and design recommendations also have been implemented in AIJ (1985).en_US
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and designen_US
dc.titlePrecast shear wall with horizontal connectionen_US
dc.typeThesisen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.contributor.supervisorTing Seng Kiongen_US
dc.description.degreeDOCTOR OF PHILOSOPHY (CEE)en_US


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