2) web beam
强力梁,大梁
3) strong beam with weak column
弱柱强梁
4) 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。
5) 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。
6) enhanced crossbeam
加强横梁
1.
Based on FORTRAN language, calculation program was worked out, NASTRAN software was design to solve the finite element model, and changing rule of each target function with enhanced crossbeam parameters during the.
编制了基于FORTRAN语言的运算程序,在其内部调用NASTRAN求解器对该有限元模型进行求解,得到了火炮发射过程中各目标函数随加强横梁位置参数变化的规律。
补充资料:支强梁楼《传法正宗定祖图》
【支强梁楼《传法正宗定祖图》】
支强梁楼者。中天竺国人也。以前魏陈留王世至洛阳。与昙谛康僧铠辈译经。因谓诸僧曰。我昔在西域。尝往罽宾国。至葱涂源。入其象白山。见达磨达年寿甚高。谓其得法之师师子尊者。尝为弥罗崛王起难横害。先难预以其相承大迦叶所传佛之心印妙法付其同学(达磨达同学)号婆舍斯多也(二十五祖也)复授衣为信。其时即遣往化于南天竺国。支强自谓。亦相识婆舍斯多。然诸祖事迹。自七佛以来至乎二十五祖婆舍斯多。乃此支强之所译也
支强梁楼者。中天竺国人也。以前魏陈留王世至洛阳。与昙谛康僧铠辈译经。因谓诸僧曰。我昔在西域。尝往罽宾国。至葱涂源。入其象白山。见达磨达年寿甚高。谓其得法之师师子尊者。尝为弥罗崛王起难横害。先难预以其相承大迦叶所传佛之心印妙法付其同学(达磨达同学)号婆舍斯多也(二十五祖也)复授衣为信。其时即遣往化于南天竺国。支强自谓。亦相识婆舍斯多。然诸祖事迹。自七佛以来至乎二十五祖婆舍斯多。乃此支强之所译也
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