在钢筋混凝土结构抗震设计中，“强剪弱弯”是保证结构延性的一个重要设计概念。
In aseismic design of reinforced concrete structures, "strong shear weak bending" is an important design conception to guarantee the ductibility of the structure.
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.
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