1) T-shaped shot-leg shear wall
T形短肢墙
2) T-shaped short-leg shear wall
T形短肢剪力墙
1.
Considering the effective influence of shear-lag,special-section multi-component model was put forward in this paper for example T-shaped short-leg shear wall.
以T形短肢剪力墙为例,考虑剪切滞后的影响,提出异形截面肢多垂直杆模型。
2.
According to the finite element theory and the computer simulative principle basic mentality, using finite element analysis software ANSYS,the load capacity,deformation capacity and ductility of T-shaped short-leg shear wall are tested by push-over simulative test,and carried on the optimized analysis to its influential factors.
根据有限元理论和计算机仿真原理的基本思路,利用有限元分析软件ANSYS,对T形短肢剪力墙试件的承载能力、变形能力及延性进行推覆模拟试验;并对其影响因素进行优化分析。
3.
This paper is based on computer simulation theory and finite element analysis method, using finite element analysis software ANSYS,the load capacity、deformation capacity and ductility of T-shaped short-leg shear wall are tested by pus
本文根据有限元理论和计算机仿真原理的基本思路,利用有限元分析软件ANSYS,对加暗柱T形短肢剪力墙试件的承载能力、变形能力及延性等基本性能进行推覆模拟试验。
3) short-limb wall
短肢墙
1.
The experimental research on reinforced concrete short-limb wall is reported.
肢长厚比大于 4的 9根不等肢L形截面和 3根不对称T形截面短肢墙的偏心受压破坏试验结果显示 ,截面变形基本上符合平截面假设 ,中和轴不垂直于弯矩作用平面 ,中和轴位置随荷载的增大而变化。
5) short-pier shear wall with special-shaped columns frame
异形柱框架-短肢剪力墙
6) T shaped short pier shear wall interior joint
T型截面短肢剪力墙中间层中节点
补充资料：[3-(aminosulfonyl)-4-chloro-N-(2.3-dihydro-2-methyl-1H-indol-1-yl)benzamide]
分子式：C16H16ClN3O3S
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
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