...
  • 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>The Masonry Society journal >Behavior of Clay Brick Confined Masonry Walls Under Cyclic Loads
【24h】

Behavior of Clay Brick Confined Masonry Walls Under Cyclic Loads

机译：循环荷载下粘土砖承压砌体墙的性状

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

The seismic behavior of confined masonry buildings depends largely on material properties, construction methods, and the workers' skill level. This study reports and discusses the results of testing on seven confined masonry walls. The walls are designed according to the Iranian Seismic Code, which represents a typical qualitative code for masonry structures (similar to the Chilean and Turkish codes). The walls, all parts of which (including the bricks) are assigned a scale of 1:2, are subjected to lateral cyclic loading. The effect of the head joints, central window opening, and vertical loading on the seismic behavior of such confined masonry walls is investigated. The results indicate that minor changes in the construction of confined masonry walls will considerably affect their behavior under cyclic loads.
机译：密闭砖石建筑的抗震性能在很大程度上取决于材料特性，施工方法和工人的技能水平。这项研究报告并讨论了在七个密闭砌体墙上的测试结果。墙体是根据伊朗地震法典设计的，该法典代表了砌体结构的典型定性法则（类似于智利和土耳其法典）。墙的所有部分（包括砖块）均按1：2的比例分配，这些墙承受侧向周期性荷载。研究了头部接头，中央窗户的打开以及垂直荷载对这种承重砌体墙的抗震性能的影响。结果表明，承压砌体墙结构的微小变化将在循环荷载下极大地影响其性能。

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