Critical Softening of Hinges in Portal FramesSource: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 001Author:Peter LeP. Darvall
DOI: 10.1061/(ASCE)0733-9445(1984)110:1(157)Publisher: American Society of Civil Engineers
Abstract: Softening behaviour, or decrease in bending moment capacity at far advanced curvature, is assumed to occur over a finite hinge length, or discontinuity length, at any point in a single-bay portal frame. The critical softening parameter, a
|
Collections
Show full item record
| contributor author | Peter LeP. Darvall | |
| date accessioned | 2017-05-08T20:50:51Z | |
| date available | 2017-05-08T20:50:51Z | |
| date copyright | January 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9445%281984%29110%3A1%28157%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29104 | |
| description abstract | Softening behaviour, or decrease in bending moment capacity at far advanced curvature, is assumed to occur over a finite hinge length, or discontinuity length, at any point in a single-bay portal frame. The critical softening parameter, a | |
| publisher | American Society of Civil Engineers | |
| title | Critical Softening of Hinges in Portal Frames | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1984)110:1(157) | |
| tree | Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 001 | |
| contenttype | Fulltext |