首页> 外文会议>Congress on forensic engineering >Collapse of Two Steel Buildings after Snow Accumulated on Their Roofs
【24h】

Collapse of Two Steel Buildings after Snow Accumulated on Their Roofs

机译:两个钢制建筑倒塌在雪积累在他们的屋顶

获取原文

摘要

In early February 2017, near Yakima, Washington, snow accumulation on the roof triggered the collapse of a 125 foot by 85 foot single-story, steel building (Building 1) originally constructed in 2011. Two days later, about 100 feet away, a separate, similarly constructed building (Building 2), originally constructed in 2012, collapsed due to similar circumstances. The authors were hired to investigate the cause of the collapses for potential subrogation. Security video recorded the entire sequence of the Building 1 collapse. From the video, the snow depth on the roof was estimated to be 15 to 22 inches. Field investigation found that flange bracing for the steel column frames was not installed as specified. Each column frame was observed to have buckled at the same location as the missing bracing. The collapse was determined to be caused by the omitted bracing that reduced the column's capacity to resist the imposed load.
机译:2017年2月初,华盛顿靠近亚基姆,屋顶上的积雪突破了125英尺的崩溃,乘坐了85英尺的单层,钢铁大厦(建筑1)最初于2011年建造。两天后,大约100英尺远,a独立的,类似建造的建筑(建筑2),最初在2012年构建,由于类似情况而崩溃。聘请作者探讨了潜在代码沉降的原因。安全视频记录了建筑物的整个序列1崩溃。从视频中,屋顶上的雪深度估计为15至22英寸。现场调查发现,钢柱框架的法兰支撑未按规定安装。观察到每个柱框架在与缺失的支撑时弯曲在同一位置。确定崩溃是由省略的支撑引起的,降低柱的抵抗施加载荷的容量。

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