Particle Swarm Technique To Optimal Design Of Structural Member
碩士 === 國立中興大學 === 土木工程學系所 === 100 === Approach of try and error is conventionally used for designing structural members. For the case, with the requirement of prescribed deformation reacted to the certain force, this approach may not be efficient especially in economical sense. Thus it leads to the...
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2012
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| Online Access: | http://ndltd.ncl.edu.tw/handle/51580777350261012809 |