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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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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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