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Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/13239
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DC FieldValueLanguage
dc.contributor.advisorHeidebrecht, A. C.en_US
dc.contributor.authorAfsar, Mohammaden_US
dc.date.accessioned2014-06-18T17:03:22Z-
dc.date.available2014-06-18T17:03:22Z-
dc.date.created2013-08-29en_US
dc.date.issued1967-08en_US
dc.identifier.otheropendissertations/8059en_US
dc.identifier.other9165en_US
dc.identifier.other4525507en_US
dc.identifier.urihttp://hdl.handle.net/11375/13239-
dc.description.abstract<p>This thesis describes the development of a technique to build small-scale shear wall building models using a suitable concrete mortar. Tests were conducted to study the behaviour of such models under lateral load. The analysis of the problem was done by treating the model as a thin-walled cantilever beam based on Vlasov's thin-walled beam theory. The test and analytical results are compared to investigate the validity of this approach.</p>en_US
dc.subjectCivil Engineeringen_US
dc.subjectCivil Engineeringen_US
dc.titleLateral Loading of Shear Wall Modelsen_US
dc.typethesisen_US
dc.contributor.departmentCivil Engineeringen_US
dc.description.degreeMaster of Engineering (ME)en_US
Appears in Collections:Open Access Dissertations and Theses

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