• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Structural Engineering and Mechanics >An experimental study on strengthening of vulnerable RC frames with RC wing walls
【24h】

An experimental study on strengthening of vulnerable RC frames with RC wing walls

机译：钢筋混凝土翼墙加固易损钢筋混凝土框架的试验研究

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

One of the most popular and commonly used strengthening techniques to protect against earthquakes is to infill the holes in reinforced concrete (RC) frames with fully reinforced concrete infills. In some cases, windows and door openings are left inside infill walls for architectural or functional reasons during the strengthening of reinforced concrete-framed buildings. However, the seismic performance of multistory, multibay, reinforced concrete frames that are strengthened by reinforced concrete wing walls is not well known. The main purpose of this study is to investigate the experimental behavior of vulnerable multistory, multibay, reinforced concrete frames that were strengthened by introducing wing walls under a lateral load. For this purpose, three 2-story, 2-bay, 1/3-scale test specimens were constructed and tested under reversed cyclic lateral loading. The total shear wall (including the column and wing walls) length and the location of the bent beam bars were the main parameters of the experimental study. According to the test results, the addition of wing walls to reinforced concrete frames provided significantly higher ultimate lateral load strength and higher initial stiffness than the bare frames did. While the total shear wall length was increased, the lateral load carrying capacity and stiffness increased significantly.
机译：防止地震的最流行和最常用的加固技术之一是用完全增强的混凝土填充物填充钢筋混凝土（RC）框架中的孔。在某些情况下，在加固钢筋混凝土框架建筑物时，出于建筑或功能原因，门窗开口会留在填充墙内。但是，多层，多层，钢筋混凝土框架的抗震性能尚不清楚。这项研究的主要目的是研究易受伤害的多层，多托架，钢筋混凝土框架的试验性能，这些框架通过在侧向载荷下引入翼墙而得到了加强。为此，构造了三个2层，2托架，1/3比例的试样，并在反向循环横向载荷下进行了测试。总剪力墙（包括柱和翼墙）的长度和弯曲梁的位置是实验研究的主要参数。根据测试结果，与裸露的框架相比，在钢筋混凝土框架中增加翼墙可提供更高的极限侧向荷载强度和更高的初始刚度。当总剪力墙长度增加时，侧向承载能力和刚度显着增加。

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