• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Bulletin of earthquake engineering >A novel shell element for nonlinear pushover analysis of reinforced concrete shear walls
【24h】

A novel shell element for nonlinear pushover analysis of reinforced concrete shear walls

机译：钢筋混凝土剪力墙非线性弹塑性分析的新型壳单元

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

We present a procedure for the assessment of reinforced concrete structures in terms of seismic capacity based on the nonlinear pushover method. Structural systems containing shear walls are dealt with by adopting a newly developed reinforced shell element in which arbitrary distributions of steel reinforcement and nonlinear material behavior for both concrete and re-bars are considered. Stand-alone structural walls and a full-scale 3D building with shear walls placed along two directions are analyzed. Numerical simulations are presented that demonstrate the capabilities of the proposed approach in obtaining limit loads and failure mechanisms at an affordable computational cost.
机译：我们提出了一种基于非线性推覆法的钢筋混凝土结构抗震能力评估程序。包含剪力墙的结构系统通过采用新开发的增强壳单元来解决，其中考虑了钢筋和混凝土的任意分布的钢筋和非线性材料性能。分析了独立的结构墙和具有沿两个方向放置的剪力墙的完整3D建筑物。数值模拟表明，该方法能够以可承受的计算成本获得极限载荷和破坏机制。

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