| contributor author | Malik Atik | |
| contributor author | Mohammad Molham Badawi | |
| contributor author | Isam Shahrour | |
| contributor author | Marwan Sadek | |
| date accessioned | 2017-05-08T22:01:08Z | |
| date available | 2017-05-08T22:01:08Z | |
| date copyright | January 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29su%2E1943-5428%2E0000010.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68843 | |
| description abstract | The continuum model constitutes a simple and efficient tool to analyze high-rise wall-frame buildings. It has been commonly used in recent decades to analyze the behavior of these structures. The related equations are revisited to study the effect of the calculation precision on the determination of the optimum level of wall curtailment. The results obtained illustrate the influence of calculation precision in specifying the optimum level of wall curtailment. The relationship between the curtailment level and the resulting internal forces is investigated. The level of curtailment which results in the minimum top deflection of the structure eliminates, at the same time, the negative moments and negative shear forces in the wall. | |
| publisher | American Society of Civil Engineers | |
| title | Optimum Level of Shear Wall Curtailment in Wall-Frame Buildings: The Continuum Model Revisited | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000901 | |
| tree | Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 001 | |
| contenttype | Fulltext | |