| contributor author | Christopher M. Foley | |
| contributor author | Sriramulu Vinnakota | |
| date accessioned | 2017-05-08T20:57:28Z | |
| date available | 2017-05-08T20:57:28Z | |
| date copyright | August 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%290733-9445%281999%29125%3A8%28862%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33238 | |
| description abstract | The plastic-zone method of analysis described in a companion paper is used in the inelastic analysis of three multistory, multibay fully restrained (FR) and partially restrained (PR) steel frames. Full nonlinear load-deformation response, including the ultimate load and unloading path is computed. The state of connection stiffness and connection rotation at the frame ultimate load condition is discussed, and the spread of yielding within a large-scale steel frame is described in detail. The effect of loading sequence on the ultimate load capacity of FR and PR structural steel frameworks is discussed. Several of the proposed connection classification systems are evaluated within the context of the frames analyzed and designed. | |
| publisher | American Society of Civil Engineers | |
| title | Inelastic Behavior of Multistory Partially Restrained Steel Frames. Part II | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1999)125:8(862) | |
| tree | Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 008 | |
| contenttype | Fulltext | |