1) reinforced concrete infill wall
内填钢筋混凝土剪力墙
1.
The composite steel frame-reinforced concrete infill wall (SRCW for short) is a dual system resisting lateral forces, in which the steel frame bears dead loads and most overturning moment as peripheral members, and the reinforced concrete Infill wall resists the majority of lateral shear forces.
钢框架-内填钢筋混凝土剪力墙结构体系(SRCW)是以钢框架梁柱作为外围构件承担结构重力和大部分倾覆弯矩,而内填RC剪力墙分担大部分水平剪力的一种双重抗侧力组合结构。
2.
The composite steel frame-reinforced concrete infill wall(SRCW) is a dual system resisting lateral forces,in which the steel frame bears dead loads and most overturning moment as peripheral members,and the reinforced concrete infill wall resists the majority of lateral shear forces.
钢框架内填钢筋混凝土剪力墙结构(简称:SRCW)是以钢框架梁柱作为外围构件承担结构重力和大部分倾覆弯矩,而内填RC剪力墙分担大部分水平剪力的一种双重抗侧力组合结构。
3) steel frame-reinforced concrete infill slit wall
钢框架内嵌带竖缝钢筋混凝土剪力墙
1.
Supplementary rules and detailing of steel frame-reinforced concrete infill slit wall system;
钢框架内嵌带竖缝钢筋混凝土剪力墙的补充计算和构造要求
2.
Analytical model for steel frame-reinforced concrete infill slit wall system;
钢框架内嵌带竖缝钢筋混凝土剪力墙的内力计算模型
4) hollow shear wall of reinforced concrete
空心钢筋混凝土剪力墙
1.
An experimental study on the aseismic behavior of hollow shear wall of reinforced concrete;
空心钢筋混凝土剪力墙抗震性能试验研究
5) reinforced concrete hollow shear wall
钢筋混凝土空心剪力墙
1.
Based on the test of three reinforced concrete hollow shear walls under the action of bending moment and shear force,the failure mechanism,the deformation feature and the strain of steel bar under the horizontal loading are discussed.
通过对三个钢筋混凝土空心剪力墙弯剪试件的试验研究,探讨了空心剪力墙在受到水平力作用下,试件的破坏机理、变形特征及截面钢筋的应变情况。
2.
Based on the test of eight reinforced concrete hollow shear walls of various slenderness ratio under the action of axial compressive force,The failure mechanism,the deformation feature and the strain of steel bar under the axial loading are discussed.
通过对长细比不同的八个轴心受压钢筋混凝土空心剪力墙试件的试验研究,探讨了空心剪力墙在受到轴向压力作用下,试件的破坏机理、变形特征及截面钢筋的应变情况。
6) reinforced concrete shear wall
钢筋混凝土剪力墙
1.
An effective macroscopic model,multi-vertical-line-element model,developed in recent years,has been used to nonliear analysis for reinforced concrete shear wall structures by many researchers.
多垂直杆元模型是近年来发展的一种较为理想的宏观墙单元模型,被许多研究者用于钢筋混凝土剪力墙结构的非线性分析。
2.
The structure form is chosen to use the SRC columns- reinforced concrete shear wall structure under 9th layers, and the steel frame- reinforced concrete shear wall structure for 9th layer above , to increase the lower part structure s side stiffness and decrease the upper part weight.
工程主楼为16层行政办公楼,其建筑特点是9层以下较空旷,平面、竖向均为不规则结构,针对其特点,层9以下采用钢骨柱-钢筋混凝土剪力墙结构,层9以上采用钢框架-钢筋混凝土剪力墙结构,以增加下部结构抗侧刚度,减轻上部重量,并采取了若干计算与构造措施,对个别节点进行了处理。
补充资料：内竖
1.见"内竖"。
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