1) Internal forces of the middle wall
中墙内力
2) Mechanical behavior of middle wall
中墙受力
3) middle wall stresses
中墙应力
1.
The middle wall stresses of doubled arch tunnel are calculated by FEM according to the pressure of surrounding rock of Xiangsilin tunnel calculated by three kind of methods.
根据三种方法计算的相思岭隧道的围岩压力 ,用有限元法分析了连拱隧道的中墙应力 ,通过与实测中墙应力值的比较 ,得到了确定中墙应力时较为准确的围岩压力计算方法 ,并分析了围岩弹性抗力对连拱隧道中墙应力的影响。
4) cement metal mesh interior partition wall
中空内模墙
5) mid-rise shear wall
中高剪力墙
1.
Experimental study on seismic behavior of mid-rise shear wall with concealed steel truss;
内藏钢桁架混凝土组合中高剪力墙抗震性能试验研究
2.
In order to calculate and understand the deformation and destruction process of the test specimens in theory,the elastoplastic finite element analysis of RC mid-rise shear wall with concealed bracings under lateral loading was carried out by ANSYS program based on experimental research.
为了从理论计算角度进一步了解带暗支撑中高剪力墙在水平荷载作用下的弹塑性变形与破坏过程,在试验研究的基础上,建立了钢筋混凝土带暗支撑中高剪力墙的弹塑性有限元分析模型,使用ANSYS有限元分析程序,对其在单调加载下的性能作了弹塑性分析,并分析了引起计算误差的原因。
3.
On the basis of experimental research on the seismic behavior of two one - third scale mod- els of mid-rise shear walls, the seis mic behaviors of two models were analyzed.
通过两个中高剪力墙模型的试验研究,比较分析了底部带暗支撑中高剪力墙与普通中高剪力墙的抗震性能。
6) shear wall cutoff
剪力墙中断
1.
The seismic responses of irregular frame-shear wall structures with shear wall cutoff have been studied based on the transfer matrix technique and structural modeling using wall elements.
本文用墙单元将剪力墙中断的框架-剪力墙结构离散,利用传递矩阵技术探讨此不规则框架-剪力墙结构的地震反应,四阶Runge-Kutta法用来求解用正则坐标写出的对应于第j个振型的运动方程。
补充资料:内力
1.内部的力量。 2.物理学名词。指一个体系内各部分间的相互作用力。如:将宇宙看做一个体系,星体间的相互作用力是"内力";将原子看做一个体系,电子与原子核的相互作用力是"内力"。
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