【24h】

Studies on Seismic Performance of Prestressed Steel-Concrete Composite Beams

机译:预应力钢-混凝土组合梁的抗震性能研究

获取原文
获取原文并翻译 | 示例

摘要

Ordinary steel-concrete composite beams have following herits: large carrying capacity, small deformation, convenience in construction, beauty and economy. After tendons in ordinary composite beams are prestressed, then prestressed steel-concrete composite beams are formed. After systematically consulting correlative research accomplishments in latest 20 years, we found that research on seismic performance is almost blank. Consequently, it is theoretically and practically significant to carry out research on seismic performance of prestressed steel-concrete composite beams and frames with composite beams. It is the first time that seismic performance of prestressed composite beams and frame with prestressed composite beams are studied systematically at home and abroad in this paper.
机译:普通钢-混凝土组合梁具有以下优点:承载力大,变形小,施工方便,美观,经济。在普通复合梁中的钢筋束受到预应力后,便形成了预应力钢-混凝土复合梁。在系统地查阅了最近20年的相关研究成果之后,我们发现关于地震性能的研究几乎是空白的。因此,进行预应力钢-混凝土组合梁和组合梁框架的抗震性能研究具有理论和实践意义。国内外首次系统地研究了预应力组合梁和具有预应力组合梁的框架的抗震性能。

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