shear wall

基本解釋

The results of this thesis can provide some reference for the analysis and designing of the frame-supported shear wall structure.
本論文的分析結(jié)果，為框支剪力墻結(jié)構(gòu)的分析和設(shè)計(jì)提供了一定的參考。
Based on the experience of the practical design, some measures of design and construction of foundation and shear wall in high-rise building are put forward in this paper.
以實(shí)際設(shè)計(jì)經(jīng)驗(yàn)總結(jié)為基礎(chǔ)，對(duì)鋼筋混凝土高層建筑建筑基礎(chǔ)和剪力墻的設(shè)計(jì)與構(gòu)造提出了一些具有實(shí)用價(jià)值的處理措施。
The factors relating to shear wall discussed in this paper are seismic intensity, site soil condition, weight and height of building, and top displacement of structure etc.
本文論述了不同設(shè)防烈度及場(chǎng)地條件，建筑高度和自重，以及頂點(diǎn)相對(duì)位移限值等因素與抗震墻用量之間的關(guān)系。

剪力墻
The frame-supported shear wall structure is a combination of frame and shear wall.
框支剪力墻結(jié)構(gòu)體系是將框架結(jié)構(gòu)和剪力墻結(jié)構(gòu)相結(jié)合的產(chǎn)物。
風(fēng)力墻

剪力墻
Thorough a few examples we can see that the program is function well and the shear wall element can accurately calculate the nonlinear response of actual structure.
通過(guò)幾個(gè)算例表明,所編程序能正確的將Sap2000的模型導(dǎo)入到Opensees中,且程序中對(duì)剪力墻的處理方式能較好的模擬實(shí)際剪力墻結(jié)構(gòu)的反應(yīng)。
水利工程
剪力墻