首页> 外文期刊>The Structural Design of Tall and Special Buildings >Performance of tall buildings in Santiago, Chile during the 27 February 2010 offshore Maule, Chile earthquake
【24h】

Performance of tall buildings in Santiago, Chile during the 27 February 2010 offshore Maule, Chile earthquake

机译:智利圣地亚哥2010年2月27日海上地震在智利圣地亚哥的高层建筑的表现

获取原文
获取原文并翻译 | 示例
           

摘要

There are many modern tall buildings in Santiago that were subjected to the 27 February 2010 earthquake innChile. Although there was not widespread damage in Santiago, there was notable damage to some tall concretenbuildings that may have resulted from lack of proper detailing, the absence of 135° seismic hooks and inadequatenconfi nement of walls in the boundary zones. These caused buckling of the main bars and tension compressionnfailure of the walls.
机译:圣地亚哥有许多现代高层建筑,均受到2010年2月27日的地震innChile的袭击。尽管圣地亚哥没有发生广泛的破坏,但由于缺乏适当的细节,没有135°地震钩和边界区域内的围墙不足,可能对某些高层混凝土建筑造成了明显破坏。这些导致主杆屈曲和壁的拉伸压缩失效。

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