Elasto-Plastic Dynamic Analysis Of Coupled Shear Walls
| dc.contributor.advisor | Tso, W. K. | |
| dc.contributor.author | El-Shafee, Osama | |
| dc.contributor.department | Civil Engineering | en_US |
| dc.date.accessioned | 2015-07-09T17:18:12Z | |
| dc.date.available | 2015-07-09T17:18:12Z | |
| dc.date.issued | 1976 | |
| dc.description.abstract | <p> A method for tlie dynamic analysis· of planar coupled shear walls subjected to ground motions is developed herein. The method is capable of application to nonuniform coupled shear walls resting on flexible foundations. The possibility-of development of yield hinges at the ends of the connecting beams is included in the analysis . Also P-& Effect is incorporated in the stiffness of the structure. </p> <p> The method is based on the transfer matrix technique in combination with the continuum method. A step-by-step integration approach is used in solving the equation of motion. The response to a number of earthquake records are obtained. The effect of the rotational ductility factor of connecting beams is studied. </p> | en_US |
| dc.description.degree | Master of Engineering (MEngr) | en_US |
| dc.description.degreetype | Thesis | en_US |
| dc.identifier.uri | http://hdl.handle.net/11375/17700 | |
| dc.language.iso | en | en_US |
| dc.subject | dynamic analysis, planar coupled shear walls, ground motions, nonuniform coupled shear walls, flexible foundations, yield hinges, stiffness, transfer matrix technique, continuum method, earthquake, rotational ductility factor, beams | en_US |
| dc.title | Elasto-Plastic Dynamic Analysis Of Coupled Shear Walls | en_US |
| dc.type | Thesis | en_US |