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http://hdl.handle.net/11375/19929Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.advisor | Tso, W.K. | - |
| dc.contributor.author | Mahmoud, Adel A. | - |
| dc.date.accessioned | 2016-07-25T19:14:11Z | - |
| dc.date.available | 2016-07-25T19:14:11Z | - |
| dc.date.issued | 1976-01 | - |
| dc.identifier.uri | http://hdl.handle.net/11375/19929 | - |
| 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.language.iso | en | en_US |
| dc.title | Stiffness of Coupling Slabs in Shear Wall Buildings | en_US |
| dc.type | Thesis | en_US |
| dc.contributor.department | Civil Engineering | en_US |
| dc.description.degreetype | Thesis | en_US |
| dc.description.degree | Master of Engineering (ME) | en_US |
| Appears in Collections: | Open Access Dissertations and Theses | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| Mahmoud_Adel_A_1976_01_master.pdf | Title: Stiffness of Coupling Slabs in Shear Wall Buildings, Author: Adel A. Mahmoud, Location: Thode | 46.16 MB | Adobe PDF | View/Open |
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