| contributor author | Andrea Dall'Asta | |
| contributor author | Luigino Dezi | |
| date accessioned | 2017-05-08T20:54:36Z | |
| date available | 2017-05-08T20:54:36Z | |
| date copyright | April 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9445%281992%29118%3A4%281138%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31383 | |
| description abstract | A design method for the reinforcement-steel area in a concrete section with a generic shape is proposed. The section is subjected to axial load and biaxial bending. The materials are assumed to be nonlienar elastic. The method is based on the failure condition prescribed by the ACI Building code (maximum compressive strain in concrete | |
| publisher | American Society of Civil Engineers | |
| title | Design of RC Sections with Generic Shape under Biaxial Bending | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1992)118:4(1138) | |
| tree | Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 004 | |
| contenttype | Fulltext | |
