| contributor author | R. Soegiarso | |
| contributor author | H. Adeli | |
| date accessioned | 2017-05-08T20:56:37Z | |
| date available | 2017-05-08T20:56:37Z | |
| date copyright | February 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9445%281997%29123%3A2%28184%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32659 | |
| description abstract | Minimum weight design of steel moment-resisting space frame structures with or without bracing subjected to the American Institute of Steel Construction (AISC) Load and Resistance Factor Design (LRFD) specification is presented. The LRFD constraints for moment-resisting frames are highly nonlinear and implicit functions of design variables (cross-sectional areas). The structure is subjected to wind loading according to the | |
| publisher | American Society of Civil Engineers | |
| title | Optimum Load and Resistance Factor Design of Steel Space-Frame Structures | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:2(184) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 002 | |
| contenttype | Fulltext | |
