子帧
This paper provides several typical mega plane frame designs on condition that the variables are the combination of varying amplification factors of moment at bottom sections of ground floor columns of the minor frame on the major beams.
以位于巨型梁上的次框架底层柱底截面组合弯矩设计值增强系数的不同取值为变量,进行多个典型巨型平面框架设计。
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