能够对非设计基础事件进行定性预测的嵌入式管理铰rc结构的开发

Kento Goto, K. Uemura, Yoshikazu Takahashi
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引用次数: 0

摘要

本文提出了一种采用Mesnager铰加螺旋加固的钢筋混凝土结构,并进行了循环加载试验。这种结构具有不敏感的结构体系,即使在超出设计基础的地震发生时,也能使柱的行为的不确定性降到最低。因此,嵌入Mesnager铰的钢筋混凝土柱,即使出现超出设计基础的较大变形,也能抑制柱底部的轴向变形和剪切变形,在柱底部形成铰结构。由此发现,嵌套铰的钢筋混凝土柱在柱损伤严重时,由于铰铰的铰机制,其性能不确定性下降。因此,可以预测柱的行为,这种结构可以说是提高抗突变能力的一种方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
DEVELOPMENT OF EMBEDDED MESNAGER HINGE RC STRUCTURE CAPABLE OF PREDICTING BEHAVIOR QUALITATIVELY FOR BEYOND DESIGN BASIS EVENTS
In this study, we propose a RC structure reinforced by Mesnager hinge and spiral reinforcements, and performed cyclic loading test. This structure has an insensitive structural system that keeps the uncertainty of the behavior of the column to minimum even when earthquake beyond design basis occurred. As a result, the RC column embedded with Mesnager hinge suppressed axial deformation and shear deformation of the base of column and formed a hinge structure at the base of the column even when large deformation beyond design basis occurred. Hence, it was found that the RC column embedded with Mesnager hinge has the structure that declines the uncertainty of the behavior because of the hinge mechanism of Mesnager hinge as the damage of the column become serious. Therefore, it is possible to predict the behavior of columns, and this structure can be said to be one approach toward improving anti-catastrophe.
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