| contributor author | J. Dario Aristizabal-Ochoa | |
| date accessioned | 2017-05-08T20:56:45Z | |
| date available | 2017-05-08T20:56:45Z | |
| date copyright | June 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9445%281997%29123%3A6%28799%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32764 | |
| description abstract | The stability equations for plane frames with prismatic columns according to the buckling mode (as sidesway inhibited, partially inhibited, and uninhibited frames) are derived in a classical manner. In addition, an approach that evaluates the effective length K-factor, the critical axial load, and the sway-magnification factor δ | |
| publisher | American Society of Civil Engineers | |
| title | Story Stability of Braced, Partially Braced, and Unbraced Frames: Classical Approach | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:6(799) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 006 | |
| contenttype | Fulltext | |
