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pro vyhledávání: '"王宗保"'
Autor:
Tsung-Pao Wang, 王宗保
101
Bridges are commonly allowed to experience structural yielding during a severe seismic event. As the result, nonlinear deformations can be expected to occur in the bridge columns. However, the structure failure may occur if the ultimate defo
Bridges are commonly allowed to experience structural yielding during a severe seismic event. As the result, nonlinear deformations can be expected to occur in the bridge columns. However, the structure failure may occur if the ultimate defo
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/17232940719442396145
