英语翻译lack of strong column/weak beam design approach.A capacity designapproach was not followed in the design of the beam flexural reinforcement,asthe beams were generally designed for the code level forces.The effects of post-yield behavior w

英语翻译lack of strong column/weak beam design approach.A capacity designapproach was not followed in the design of the beam flexural reinforcement,asthe beams were generally designed for the code level forces.The effects of post-yield behavior w
英语翻译
lack of strong column/weak beam design approach.A capacity design
approach was not followed in the design of the beam flexural reinforcement,as
the beams were generally designed for the code level forces.The effects of post-
yield behavior were not considered,thus increasing the chances for undesirable
shear failure in either the beams or columns.Shear failure is rather brittle and
sudden,and should be avoided in reinforced concrete structures located in
seismic zones.

英语翻译lack of strong column/weak beam design approach.A capacity designapproach was not followed in the design of the beam flexural reinforcement,asthe beams were generally designed for the code level forces.The effects of post-yield behavior w
缺少墙柱弱梁设计方案.一个合格的设计方案不仅仅是加强梁的抗弯承载能力.所以,以前梁的设计只考虑了他的强度等级,而未考虑塑性铰的影响.因此,增加了墙柱节点的剪切破坏,剪切破坏是脆性破坏.我们必须在混凝土抗震设计中避免.

专业术语有点多，不花大力气把这些概念过一遍的话，很难完美翻译。仅供参考
lack of strong column/weak beam design approach.
原因之一：未采用强柱弱梁的设计方案。
A capacity design approach was not followed in the design of the beam flexural reinf...

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专业术语有点多，不花大力气把这些概念过一遍的话，很难完美翻译。仅供参考
lack of strong column/weak beam design approach.
原因之一：未采用强柱弱梁的设计方案。
A capacity design approach was not followed in the design of the beam flexural reinforcement, as
the beams were generally designed for the code level forces.
梁弯曲加强设计没有遵循承载力设计方案，只考虑了代码级受力的因素
The effects of post-yield behavior were not considered, thus increasing the chances for undesirable shear failure in either the beams or columns.
由于屈服后的受力表现没有考虑在内，增加了柱和梁 遭受剪切力破坏的风险。
Shear failure is rather brittle and sudden, and should be avoided in reinforced concrete structures located in seismic zones.
剪切力破坏很难修复，发作突然。所以，震区的钢筋混凝土建筑应极力避免。

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lack of strong column/weak beam design approach. A capacity design
强柱弱梁设计方法缺乏/。容量设计
approach was not followed in the design of the beam flexural reinforcement, as
的方法是不在梁的抗弯加固设计，为
the ...

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lack of strong column/weak beam design approach. A capacity design
强柱弱梁设计方法缺乏/。容量设计
approach was not followed in the design of the beam flexural reinforcement, as
的方法是不在梁的抗弯加固设计，为
the beams were generally designed for the code level forces. The effects of post-
梁的一般设计为代码级部队。后的影响—
yield behavior were not considered, thus increasing the chances for undesirable
屈服行为并没有考虑，从而增加不良
shear failure in either the beams or columns. Shear failure is rather brittle and
在梁或柱剪切破坏。剪切破坏是脆性和
sudden, and should be avoided in reinforced concrete structures located in
突然，并应避免在钢筋混凝土结构中的分布
seismic zones.
地震区。

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