首页> 美国政府科技报告 >Seismic Behavior of Reinforced Concrete Frame Structures with Nonductile Details.Part 1. Summary of Experimental Findings of Full Scale Beam-Column Joint Tests
【24h】

Seismic Behavior of Reinforced Concrete Frame Structures with Nonductile Details.Part 1. Summary of Experimental Findings of Full Scale Beam-Column Joint Tests

机译:具有非延性细节的钢筋混凝土框架结构的抗震性能。第1部分:全尺寸梁柱节点试验的实验结果总结

获取原文

摘要

The report summarizes current experimental research at Cornell University onlightly reinforced concrete structures. Lightly reinforced concrete framing systems, designed primarily for gravity induced loads, with little or no attention given to lateral load effects, are characterized by the following critical details: (1) longitudinal column reinforcement not exceeding 2% with lap splices located immediately above floor levels in the zone of maximum lateral load moment; (2) widely spaced column ties; (3) little or no transverse reinforcement within the joint region; and (4) discontinuous positive moment beam reinforcement with a 6-inch embedment length into the column.

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