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首页> 外文会议>Structural Engineering, Mechanics and Computation >Behavior of Full-Scale Lightly Reinforced Concrete Interior Beam-Column Joints under Reversed Cyclic Loading
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Behavior of Full-Scale Lightly Reinforced Concrete Interior Beam-Column Joints under Reversed Cyclic Loading

机译：循环荷载作用下全尺寸轻型混凝土内部梁柱节点的性能

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摘要

This paper presents four full-scale testing on lightly reinforced interior beam-column joints under reversed cyclic loading. The main characteristic of the specimens is that no transverse reinforcement was provided in the joint panel and the beam reinforcement had large diameter resulting in relatively poor bond condition. All the specimens failed in joint panel with gradual strength deterioration, severe stiffness and bond degradation. Anchorage of the beam reinforcement passing through the joint panel played a prominent role on the column shear strength, while column axial load had relatively stronger effect on the deformational behavior of the beam-column sub-assemblage.
机译：本文在反转的循环载荷下，在轻度增强内梁柱接头上呈四次全尺寸测试。标本的主要特性是在接头面板中没有提供横向加强件，并且梁增强件大直径导致相对较差的粘合条件。所有标本都在联合面板中失效，具有逐渐强度劣化，严重刚度和粘合降解。穿过关节面板的梁加固的锚固在柱剪切强度上起着突出的作用，而柱轴向载荷对梁柱子组件的变形行为的影响相对较强。

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