Stiffness of Coupling Slabs in Shear Wall Buildings

dc.contributor.advisor	Tso, W.K.
dc.contributor.author	Mahmoud, Adel A.
dc.contributor.department	Civil Engineering	en_US
dc.date.accessioned	2016-07-25T19:14:11Z
dc.date.available	2016-07-25T19:14:11Z
dc.date.issued	1976-01
dc.description	Title: Stiffness of Coupling Slabs in Shear Wall Buildings, Author: Adel A. Mahmoud, Location: Thode	en_US
dc.description.abstract	<p> In this thesis, a study was made on the coupling effect of floor slabs on the behaviour of shear wall structures . The slab coupled shear walls were analysed by the finite element technique to obtain the bending stiffness. Experimental verification was done on a small scale model of steel walls coupled by a steel slab. Design curves to estimate the stiffness of the various slab coupled wall configurations are presented. In addition, a study was made on the influence of the dimensions and shapes of the walls (plane walls, T-section walls and box core walls), wall openings, and slab dimensions on the effective width and stiffness of the connecting slab.</p>	en_US
dc.description.degree	Master of Engineering (ME)	en_US
dc.description.degreetype	Thesis	en_US
dc.identifier.uri	http://hdl.handle.net/11375/19929
dc.language.iso	en	en_US
dc.title	Stiffness of Coupling Slabs in Shear Wall Buildings	en_US
dc.type	Thesis	en_US

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Description:: Title: Stiffness of Coupling Slabs in Shear Wall Buildings, Author: Adel A. Mahmoud, Location: Thode

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