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多肢剪力墙结构内力的快捷计算

DOI: 10.6052/1000-0992-1999-193, PP. 42-44

Keywords: 框架,差分方程,通解,多肢剪力墙

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Abstract:

本文推导出直接计算多肢剪力培结构墙肢弯矩的通解,运算非常简单快捷,且能满足精度要求.

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