| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 7211083 | Alexandria Engineering Journal | 2017 | 9 Pages |
Abstract
The results obtained indicated that the strength and the initial stiffness of the designed frames decrease as the allowed story drift limit of the frame increases. Two of the designed frames exhibit maximum story drifts that are higher than the allowed limits specified by the code. The maximum story drift and beam-strain responses of the designed frames under the earthquake loading increase with the increase in the allowable story drift limits.
Related Topics
Physical Sciences and Engineering
Engineering
Engineering (General)
Authors
Hamdy Abou-Elfath, Mostafa Ramadan, Mohamed Meshaly, Heba Alzobair Fdiel,