| contributor author | Milan Bandyopadhyay | |
| contributor author | Atul Krishna Banik | |
| contributor author | Tushar Kanti Datta | |
| date accessioned | 2017-05-08T22:24:49Z | |
| date available | 2017-05-08T22:24:49Z | |
| date copyright | June 2016 | |
| date issued | 2016 | |
| identifier other | 44296267.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/80132 | |
| description abstract | In this paper, a simplified numerical model is developed for studying the progressive collapse of three-dimensional semi-rigid jointed steel frames under static loading conditions using rotational springs. So far in the literature, limited study has been reported on progressive collapse of semi-rigid jointed frames, especially in the case of three-dimensional (3D) frames. Numerical modeling of semi-rigid connections using the | |
| publisher | American Society of Civil Engineers | |
| title | Progressive Collapse of Three-Dimensional Semi-Rigid Jointed Steel Frames | |
| type | Journal Paper | |
| journal volume | 30 | |
| journal issue | 3 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000796 | |
| tree | Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 003 | |
| contenttype | Fulltext | |
