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Multi-Axis Loading Test on RC Shear WallsOverview and Outline of Two Directional Horizontal Loading Test

机译:RC剪力墙的多轴载荷试验两个方向水平载荷试验的概述和概述

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Nuclear Power Engineering Corporation (NUPEC) has been conducting a project entitled "Model Tests of Multi-AxisrnLoading on RC Shear Walls" to clarify the elasto-plastic characteristics of an RC seismic shear wall, and to develop a methodrnof evaluating restoring force characteristics under multi-directional seismic loading conditions. This paper provides arnsummary of the two-directional horizontal loading test, which was performed as a part of the project from fiscal 1999 to 2001.rnShear wall specimens of box type and cylinder type were tested by applying orthogonal horizontal loads in the specimens XYrndirections. The load applied in each X and Y direction for three box type specimens forms patterns of rectangular, crossrnand diagonal cross. For the cylindrical shear wall, a rectangular form of load was applied in the X-Y plane.
机译:核电工程公司(NUPEC)正在进行名为“ RC剪力墙多轴荷载模型测试”的项目,以阐明RC地震剪力墙的弹塑性特性,并开发一种方法来评估多轴力作用下的恢复力特性。向地震荷载条件。本文提供了双向水平载荷试验的摘要,该试验是从1999财年到2001财政年度的项目的一部分。rn通过在样品XYrn方向上施加正交水平载荷,对箱型和圆柱型的剪力墙样品进行了测试。在三个盒形试样的每个X和Y方向上施加的载荷形成矩形,十字形和对角十字形的图案。对于圆柱形剪力墙,在X-Y平面上施加矩形形式的载荷。

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