2) strong beam with weak column
弱柱强梁
3) equal strength column and beam
梁柱等强
1.
Through the test of two concrete frames under vertical load and nonlinear finite programme analysis,the performances of strong beam with weak column and equal strength column and beam are studied,such as ultimate load,deflection,displacement ductility,redistribution of internal force.
通过两榀单层单跨混凝土框架在竖向荷载下的试验研究和非线性有限元全过程分析,对“梁强于柱”和“梁柱等强”框架的极限荷载、正常使用状态下的变形、位移延性和塑性内力重分布进行了研究。
4) strong column-weak beam
强柱弱梁
1.
Rationality analysis on seismic fortification measures about "strong column-weak beam" for concrete structures in China;
我国混凝土结构“强柱弱梁”抗震措施合理性分析
2.
Comparison of ″strong column-weak beam″ design between Chinese seismic design code GB 50010—2001 and Eurocode EN 1998-1
中欧抗震设计规范关于“强柱弱梁”设计比较
3.
In Wenchuan Earthquake, the major failure mode of the masonry-infilled frame structures is plastic hinge in column which illustrates that the strong column-weak beam mechanism required by the Chinese seismic code fails to realize, and one of the main reasons is not taking into account the effect of infilled walls appropriately.
此次汶川地震的震害调查表明填充墙框架结构普遍出现了以柱铰破坏为主的失效模式,规范所要求的“强柱弱梁”失效机制未能预期实现,而没有合理考虑填充墙的效应是主要原因之一,因此,本文针对填充墙框架结构未能实现“强柱弱梁”失效机制的破坏现象,对填充墙框架结构进行了抗震性能研究。
5) strong column weak beam
强柱弱梁
1.
In order to achieve the seismic fortification target of No Collapsing in the Strong Earthquake, a philosophy of Strong Column Weak Beam is recommended in the current codes.
针对保证现浇钢筋混凝土空间框架结构“大震不倒”的设防目标,现行规范提出了“强柱弱梁”的设计准则。
2.
To ensure that actual structure meets"strong column weak beam"of the design requirements.
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。
补充资料：柱梁
1.柱与梁。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条