| contributor author | Avigdor Rutenberg | |
| contributor author | Itai Leviathan | |
| contributor author | Moshe Decalo | |
| date accessioned | 2017-05-08T20:52:54Z | |
| date available | 2017-05-08T20:52:54Z | |
| date copyright | March 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9445%281988%29114%3A3%28707%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30302 | |
| description abstract | A simple approximate lower bound formula is proposed for the gravity buckling loads of coupled shear‐wall structures using continuous medium assumptions. The deflected shape of the system is decomposed into those of flexural and shear‐flexure cantilevers. For the latter, an accurate approximate buckling load formula is also presented. Inserting the buckling loads of the two systems in Dunkerley's formula yields the required buckling load. The formula is compared with exact results computed by finite differences and good agreement is demonstrated. | |
| publisher | American Society of Civil Engineers | |
| title | Stability of Shear‐Wall Structures | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1988)114:3(707) | |
| tree | Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 003 | |
| contenttype | Fulltext | |
