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首页> 外文期刊>Journal of Performance of Constructed Facilities >Another Look at the Collapse of Skyline Plaza at Bailey's Crossroads, Virginia
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Another Look at the Collapse of Skyline Plaza at Bailey's Crossroads, Virginia

机译:再看弗吉尼亚州贝利十字路口的天际线广场倒塌

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摘要

On March 2,1973, the Skyline Plaza apartment building in Bailey's Crossroads, Virginia collapsed while under construction. The Occupational Health and Safety Administration (OSHA) requested an investigation from the National Bureau of Standards [(NBS);;now the National Institute of Standards and Technology (NIST)]. The NBS team concluded that the most likely cause of the collapse was a punching shear failure of the 23rd floor slab. The two factors that contributed to this were premature removal of shores below the 23rd floor slab, and the low strength of the 23rd floor concrete in the area supporting the weight of the 24th floor slab. The engineer's structural drawings required 2 full stories of shoring and 1 story of reshoring while a concrete slab was cast. The project architect and structural engineer were sued and held responsible, although their specific shoring instructions had been ignored. This case study reviews the available published information on the case to determine what lessons can be learned. The case is suitable for inclusion in variety of courses in the civil engineering and construction curriculum.
机译:1973年3月2日,位于弗吉尼亚州贝利十字路口的天际线广场公寓楼在施工时倒塌。职业健康与安全管理局(OSHA)要求国家标准局[(NBS);现在是国家标准技术研究所(NIST)]进行调查。 NBS小组得出结论,最有可能造成倒塌的原因是23楼板的冲压剪切失败。造成此情况的两个因素是过早清除了23层楼板下方的海岸,以及支撑24层楼板重量的区域中23层混凝土的强度低。工程师的结构图需要2层完整的故事和1层重新浇筑的故事,同时浇筑混凝土板。尽管忽略了他们的具体支撑说明,但项目建筑师和结构工程师被起诉并承担责任。本案例研究回顾了有关案例的可用公开信息,以确定可以学到什么教训。该案例适合在土木工程和建筑课程的各种课程中使用。

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