并解释了实际结构难以实现强柱弱梁的主要原因，以及角柱震害普遍严重的主要原因。
The main reasons are explained why actual structures are hard to bring about the strong column weak bea…
在上述思路中，梁柱抗弯承载力级差系数是引导框架结构形成强柱弱梁型有利耗能机构的关键设计措施。
In the concepts mentioned above, the adjusting coefficient of moment capacity of column-to-beam is key to guide framework to come into being the structure of Strong column-to-Weak beam.
对《建筑抗震设计规范》中的柱端弯矩增大系数的提高幅度提出一些建议，以降低柱铰产生的可能性，使实际结构满足“强柱弱梁”的设计要求。
Gived some Suggestions to the improved degree of moment augment factor of column in Code for Seismic Design of Buildings, in order to reduce the probability of column hinge.
选择合理的钢筋混凝土支撑截面可以形成“强柱、中梁、弱支撑”的多道抗震防线体系。
Multiple anti seismic lines of defence systems having strong column, middle beam and weak brace will be formed by selecting rational reinforced concrete brace sections.
选择合理的钢筋混凝土支撑截面可以形成“强柱、中梁、弱支撑”的多道抗震防线体系。
Multiple anti seismic lines of defence systems having strong column, middle beam and weak brace will be formed by selecting rational reinforced concrete brace sections.
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