首页> 外文会议>World conference on earthquake engineering;WCEE >AN EXPERIMENTAL STUDY ON ANCHORAGE OF TENSILEREINFORCEMENT OF WALL-COLUMNS AT THE TOP STORYOF RC WALL-FRAME STRUCTURES WITH FLAT-BEAMS
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AN EXPERIMENTAL STUDY ON ANCHORAGE OF TENSILEREINFORCEMENT OF WALL-COLUMNS AT THE TOP STORYOF RC WALL-FRAME STRUCTURES WITH FLAT-BEAMS

机译:带有扁梁的顶层STORYOF RC墙框架结构中墙柱的抗拉加固试验研究

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It is a distinctive feature of a reinforced concrete wall-frame structure with flat-beams that wall-columnsare connected to wide and thin beams, i.e. flat-beams. Because of this feature, it is difficult to ensure theanchorage length of tensile reinforcing bars of wall-columns at the top story. New details of anchorage forthe tensile reinforcing bars were proposed to solve the problem, and seismic loading tests on jointspecimens of a wall-column and flat- beams were carried out to verify the effectiveness.
机译:这是带有横梁的钢筋混凝土墙框架结构的显着特征,横梁连接到宽而细的梁上,即横梁。由于此功能,很难确保顶层的壁柱抗拉钢筋的锚固长度。提出了新的抗拉钢筋锚固细节,以解决该问题,并在壁柱和扁梁的联合试样上进行了地震荷载试验,以验证其有效性。

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