| contributor author | Matthew Fadden | |
| contributor author | Jason McCormick | |
| date accessioned | 2017-05-08T21:59:43Z | |
| date available | 2017-05-08T21:59:43Z | |
| date copyright | May 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000547.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68417 | |
| description abstract | The efficient compression, torsion, and bending behavior of hollow structural sections (HSS) combined with their high strength-to-weight ratio provide an opportunity to further their use in seismic applications and improve on structural performance. However, current applications of HSS in seismic systems are restricted because of a limited understanding of their cyclic bending behavior. To characterize the behavior of HSS under pure bending and determine limiting values for their use up to large rotation levels, 11 different HSS beam members ranging in size from HSS | |
| publisher | American Society of Civil Engineers | |
| title | Cyclic Quasi-Static Testing of Hollow Structural Section Beam Members | |
| type | Journal Paper | |
| journal volume | 138 | |
| journal issue | 5 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000506 | |
| tree | Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 005 | |
| contenttype | Fulltext | |