首页> 外文会议>International Symposium on Innovation Sustainability of Structures in Civil Engineering;ISISS'2007 >RESEARCH ON LOCAL BEARING CALCULATION OF MIDDLE CONCRETE COLUMN UNDER THE BILATERAL STEEL CORBEL
【24h】

RESEARCH ON LOCAL BEARING CALCULATION OF MIDDLE CONCRETE COLUMN UNDER THE BILATERAL STEEL CORBEL

机译:双向钢牛腿下局部混凝土柱局部承载力计算研究

获取原文

摘要

The local bearing calculation of the concrete under the steel is much more important for steel hidden corbel of precast concrete frame. Base on the bearing ability characteristics of the steel in steel corbel joints of middle column, computation formulas of local bearing capacity of the concrete under steel are deduced, and some factors affecting the local bearing capacity are discovered. By the analyses of the hidden steel corbels with finite element software ANSYS, the design formula put forward in this paper is validated. The method to calculate the local bearing capacity in this paper, which covers the effect of the initial stress and the horizontal force transferred by the steel, has valuable information on designing analogical hidden corbels.
机译:对于预制混凝土框架的钢制隐藏式牛腿,钢下混凝土的局部承载力计算更为重要。根据中柱钢牛腿式万向节中钢的承载力特性,推导了钢下混凝土局部承载力的计算公式,并发现了影响局部承载力的一些因素。通过有限元软件ANSYS对隐藏式钢牛腿进行分析,验证了本文提出的设计公式。本文计算局部承载力的方法涵盖了初始应力和钢传递的水平力的影响,对于设计类比的隐式牛腿具有有价值的信息。

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