| contributor author | Sarah L. Orton | |
| contributor author | Joseph E. Kirby | |
| date accessioned | 2017-05-08T21:38:14Z | |
| date available | 2017-05-08T21:38:14Z | |
| date copyright | August 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29cf%2E1943-5509%2E0000469.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/58062 | |
| description abstract | Under a collapse scenario, the sudden loss of support causes a dynamic response that can amplify the internal forces in the members and lead to greater damage. This study considered a one-quarter scale, 2-bay, 2-story RC frame that was axially restrained at the beam locations. The frame was loaded with dead weights, and the support under the center column was kicked out to initiate the dynamic test. The results from four dynamic tests of a reinforced concrete frame with discontinuous reinforcement under various levels of applied load are presented. The fourth drop, with a load corresponding to 42% of the design ( | |
| publisher | American Society of Civil Engineers | |
| title | Dynamic Response of a RC Frame under Column Removal | |
| type | Journal Paper | |
| journal volume | 28 | |
| journal issue | 4 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000464 | |
| tree | Journal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 004 | |
| contenttype | Fulltext | |
