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箱形截面双向偏压构件强度计算的等效钢带和等效截面综合分析方法

JOURNAL OF CHINA & FOREIGN HIGHWAY(2005)

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Abstract
该文采用等效钢带和等效截面的综合分析方法推导了箱形截面双向偏心受压构件正截面强度计算公式,针对工程设计的需要,分别对箱形截面双向偏压构件的配筋设计和强度复核问题进行计算,并编制了计算机程序实现其全部过程.
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