This paper presented a method to get the minimum connection matrix from a generalized switching network.
给出了一种提取广义开关网络中两节点间“最小”连接矩阵的方法。
The stiffness matrix of semi-rigid steel frames and the fixed end moment are deduced, based on the connection element method incorporating the effects of joint flexibility.
采用连接单元法，考虑连接柔性的影响，推导出半刚性框架梁柱的刚度矩阵及半刚性梁的固端弯矩。
A decoding software system is also developed, which can be used to convert the structure code concerned into connection matrix method.
已开发出的解码软件成功地实现了结构代码向联结矩阵的转化，从而为基团贡献法组合相应的基团奠定了基础。
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