...
  • 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>International journal of steel structures >Experimental Assessment of Seismic Vulnerability of Precast Concrete Beam-to-Beam Connections with Steel Slit Damper
【24h】

Experimental Assessment of Seismic Vulnerability of Precast Concrete Beam-to-Beam Connections with Steel Slit Damper

机译：钢缝阻尼器的预制混凝土梁对梁连接地震易损性试验评估

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

Cyclic loading experiments for PC moment frames with beam-to-beam connections with a steel slit damper were conducted to evaluate their seismic vulnerability. Connections installed at the mid-length region of the beam as a connection between PC beams were developed to achieve fast-track construction. Shear links exist in each steel connection, having been designed based on rigid-plastic idealization as used in limit analysis assuming an elastic-perfectly plastic material. The main experimental variable is the shear capacity of the shear links. The links had shear capacity levels of 50, 75, and 100% of the beam shear capacity. Test results showed that the steel connections had an efficient energy-absorbing capacity and good structural performance. The energy dissipation was significantly dependent on the shear capacity of the shear links. Based on the experimental results, it is recommended that beam-to-beam connections with the steel slit damper should be designed as ductile connections with shear capacity levels lower than the design shear capacity of the beam.
机译：进行了带有钢缝阻尼器的梁对梁连接的PC力矩框架的循环荷载试验，以评估其抗震性。开发了安装在梁中部区域的连接作为PC梁之间的连接，以实现快速通道构造。剪切连接存在于每个钢连接中，已基于用于极限分析的硬塑性理想化条件进行设计，假设使用的是弹性完美的塑性材料。主要的实验变量是剪切杆的剪切能力。链节的抗剪强度分别为梁抗剪强度的50％，75％和100％。试验结果表明，钢连接件具有高效的能量吸收能力和良好的结构性能。能量耗散明显取决于剪切杆的剪切能力。根据实验结果，建议将带有钢缝阻尼器的梁对梁连接设计为延性连接，其抗剪承载力等级应低于梁的设计抗剪承载力。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号