1) strong beam with weak column
弱柱强梁
2) 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。
3) 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。
4) strong column and weak beam
强柱弱梁
1.
Frame structure strong column and weak beam analysis and design improvement suggestion
框架结构强柱弱梁分析及设计改进建议
2.
The Wenchuan earthquake damage show that it is difficult for a frame structure designed according to the present code to realize the ductile energy dissipation mechanism of strong column and weak beam for the deficiency of the moment augment factor of column.
汶川地震震害表明,柱端弯矩增大系数不足导致依据现行规范设计的框架结构在地震中难以呈现"强柱弱梁"的延性耗能机制。
3.
Some concrete frame structures were not damaged with "strong column and weak beam",but plastic hinges formed at column ends in Wenchuan earthquake.
在四川汶川地震中,一些混凝土框架结构没有出现"强柱弱梁"的破坏机制,而是在柱端出现塑性铰,柱发生剪切破坏。
6) strong wall(built-in column)-weak beam
强墙(暗柱)弱梁
补充资料：弱弱联合
弱弱联合是指两个总体实力都不强但都拥有自己独特的某方面优势的企业之间进行联合，以形成较强的实力。弱弱联合，弱企业之间优势互补，可以形成整体实力变强的效应。
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