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首页> 外文会议>Conference on Connections Between Steel and Concrete Vol.2 Sep 10-12, 2001 Stuttgart, Germany >FRICTION SLIPPING BEHAVIOR BETWEEN CONCRETE AND STEEL -AIMING THE DEVELOPMENT OF BOLTED FRICTION-SLIPPING JOINT -
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FRICTION SLIPPING BEHAVIOR BETWEEN CONCRETE AND STEEL -AIMING THE DEVELOPMENT OF BOLTED FRICTION-SLIPPING JOINT -

机译：混凝土与钢之间的摩擦滑移行为-旨在开发螺栓连接的滑动摩擦滑移接头-

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摘要

The authors are developing the connecting seismic shear walls to the surrounding structural frame through the bolted friction-slipping joints that function as energy dissipation dampers during an earthquake. This friction-slipping joint is composed of a steel plate, concrete plate, and the bolts to joint both together. This paper presents the outline of the dynamic loading tests to investigate the friction coefficient of the joint during slipping, changing displacement amplitude, loading velocity, concrete compression strength, thickness of concrete plate and the initial tension given into the bolts. And this paper also presents a simplified equation to predict the friction-slipping behavior of the joint.
机译：作者正在开发通过螺栓连接的摩擦滑动接头将地震剪力墙连接到周围的结构框架，这些接头在地震中起着消能减震器的作用。该摩擦滑动接头由钢板，混凝土板和将两者结合在一起的螺栓组成。本文介绍了动态载荷试验的概况，以研究滑移过程中接头的摩擦系数，变化的位移幅度，载荷速度，混凝土抗压强度，混凝土板的厚度以及螺栓的初始拉力。并且本文还提出了一个简化的方程来预测接头的摩擦滑移行为。

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