| contributor author | Filipe L. A. Ribeiro | |
| contributor author | Andre R. Barbosa | |
| contributor author | Michael H. Scott | |
| contributor author | Luis C. Neves | |
| date accessioned | 2017-05-08T22:08:10Z | |
| date available | 2017-05-08T22:08:10Z | |
| date copyright | February 2015 | |
| date issued | 2015 | |
| identifier other | 31658357.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/72053 | |
| description abstract | The use of empirically calibrated moment-rotation models that account for strength and stiffness deterioration of steel frame members is paramount in evaluating the performance of steel structures prone to collapse under seismic loading. These deterioration models are typically used as zero-length springs in a concentrated plasticity formulation; however, a calibration procedure is required when they are used to represent the moment-curvature | |
| publisher | American Society of Civil Engineers | |
| title | Deterioration Modeling of Steel Moment Resisting Frames Using Finite-Length Plastic Hinge Force-Based Beam-Column Elements | |
| type | Journal Paper | |
| journal volume | 141 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0001052 | |
| tree | Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 002 | |
| contenttype | Fulltext | |
