| contributor author | Richard J. Balling | |
| contributor author | Xiaoping Yao | |
| 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%28193%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32660 | |
| description abstract | The optimization of three-dimensional (3D) reinforced concrete frames is discussed. The validity of the assumption that optimum concrete-section dimensions are insensitive to the number, diameter, and longitudinal distribution (topology) of reinforcing bars is examined. The validity of this assumption is examined by comparing optimum results from a multilevel method that simultaneously optimizes concrete-section dimensions and the number, diameter, and topology of the reinforcing bars to a traditional method that represents the number, diameter, and topology of the reinforcing bars through the single design variable, | |
| publisher | American Society of Civil Engineers | |
| title | Optimization of Reinforced Concrete Frames | |
| 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(193) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 002 | |
| contenttype | Fulltext | |
