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Evaluation and Repair of Tornado Damage to a Historic Church

机译:龙卷风对历史教堂的破坏的评估和修复

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In the early morning hours of December 25, 2012, an EF-2 tornado passed through midtown Mobile, Alabama, causing damage to numerous buildings, including the Trinity Episcopal Church. The church, which was originally constructed in 1853 and moved from downtown Mobile to its present site in 1946, suffered severe structural damage. A large section of the roofing and supporting solid sawn lumber rafters along the east side of the church were detached from the building. The tornado also displaced several heavy timber roof trusses and purlins, partially fractured several heavy timber columns supporting the roof trusses, and partially fractured several of the remaining rafters. The authors completed an investigation to evaluate the damage and determine whether the existing wood structure could be repaired. The examination revealed partial fractures of the wood columns, particularly those along the east side of the building and relative displacement of the roof trusses with respect to the tops of the columns on the west side. As part of the authors' investigation, the wood elements were visually graded and wood samples were removed for species identification. Structural analyses were performed of the as-built wood structure using 3D computer models, in conjunction with hand calculations to determine whether repairs were feasible. This study, determined that repairs were feasible, and due to the complexity of the repairs, in-depth construction administration services were provided. Repair installation commenced in late summer of 2013 and was completed in the spring of 2014. These structural repairs helped to preserve the history and original aesthetics of this historic church.
机译:在2012年12月25日凌晨,一架EF-2龙卷风穿过阿拉巴马州的莫比尔市中心,对包括圣三一主教教堂在内的众多建筑物造成了破坏。这座教堂最初建于1853年,并于1946年从莫比尔市中心移至目前的所在地,但遭到了严重的结构性破坏。沿着教堂东侧的屋顶和支撑坚固的锯木r架的一大部分与建筑物分离。龙卷风还移动了几个重型木材屋顶桁架和pur条,部分破坏了支撑屋顶桁架的几个重型木材柱,并部分破坏了其余几根partially子。作者完成了一项调查,以评估损坏程度并确定是否可以修复现有的木结构。检查发现木柱局部断裂,尤其是沿建筑物东侧的断裂,以及屋顶桁架相对于西侧柱顶的相对位移。作为作者研究的一部分,对木材元素进行了视觉分级,并去除了木材样本以进行物种鉴定。使用3D计算机模型对竣工的木结构进行结构分析,并进行人工计算,以确定维修是否可行。这项研究确定了维修是可行的,并且由于维修的复杂性,提供了深入的施工管理服务。维修安装于2013年夏末开始,至2014年春季完成。这些结构性维修有助于保存这座历史悠久的教堂的历史和原始美学。

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