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pro vyhledávání: '"簡仲唯"'
Autor:
Chung-Wei Chien, 簡仲唯
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.
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.
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/51580777350261012809
