RAPID/Collaborative Research: Study of Soil-Structure Interaction Effects on Behavior and Damage to Structures in Washington, DC, during the August 23, 2011 Earthquake
RAPID/Collaborative Research: Study of Soil-Structure Interaction Effects on Behavior and Damage to Structures in Washington, DC, during the August 23, 2011 Earthquake
批准号:
1219473
负责人:
James Martin
金额:
$3.49万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2012
资助国家:
美国
项目状态:
已结题
起止时间:
2012-03-01 至 2014-02-28
中文摘要
2011年8月23日的弗吉尼亚州地震发生在一个地区性的地震活跃区--“弗吉尼亚州中部地震带”。至少早在18世纪以来,该地区就曾发生过小规模和中等破坏性的地震。8月的地震震级为5.7级,震中位于华盛顿特区西南约135公里处的路易萨县。华盛顿特区的一些建筑遭到严重破坏,包括史密森学会博物馆支持中心(MSC)和华盛顿国家纪念碑。这两座建筑的损坏都是意想不到的。也就是说,相对于距离震中更近的其他地区,华盛顿特区地区的震动强度和破坏程度明显上升。这项研究旨在通过对两个受损的重要设施进行详细分析,来调查有助于解释这一趋势的原因。MSC是一个大型仓库综合体,是Smithsonian的主要存储设施,是美国东部许多建筑系统的典型。华盛顿纪念碑是世界上最高的石头结构和世界上最高的方尖碑,同时也具有国家历史意义。初步分析表明,这两个建筑物的损坏与关键工程因素的相互作用有关,包括它们的动态结构特征和华盛顿特区地下特定的地质和岩土条件。这项研究是利哈伊大学、弗吉尼亚理工大学和美国地质调查局(USGS)的研究人员共同努力的结果。研究活动既涉及结构任务,也涉及岩土任务。结构工程活动包括从MSC和华盛顿纪念碑收集易腐烂的损坏数据,进行现场振动测试以确定这两个结构的动态特性,并开发高级数值模型。主要的岩土工程任务包括与美国地质勘探局合作进行现场测试,以表征场地的动态行为,并对5.7级地震期间发生的地震进行详细的数值模拟。总的来说,研究人员将使用结构模型、动态场地参数和地面震动模拟来对这两个设施进行详细分析,以解释在5.7级地震中观察到的破坏。然后,这些发现将通过使用模型来模拟不同的地震情景来扩展,以更好地了解和沟通5.7级或更大规模的地震发生在华盛顿特区或该地区其他人口稠密地区的潜在影响。结果将与工程界及其他领域的工程师、利益相关者和决策者共享。正在研究的这两个结构代表着一个独特的机会,可以分析美国东海岸非抗震设计结构的行为。我们的深入研究将对该行业确定美国东部建筑在地震危险下的脆弱性以及确保其弹性的翻新需求具有洞察力。尤其重要的是,这项工作将促进美国东部特定建筑规范和设计程序的进步。
英文摘要
The Virginia earthquake of August 23, 2011 occurred within a regionally well-established zone of earthquake activity, the "Central Virginia Seismic Zone". This area has produced small and moderate damaging earthquakes since at least as far back as the 18th century. The magnitude of the August earthquake was 5.7, and the epicenter was located in Louisa County, about 135 km southwest of Washington DC. Significant damage occurred to a number of structures in Washington, DC, including the Smithsonian Institute's Museum Support Center (MSC) and the Washington National Monument. Damage to both structures was unexpected. That is, there was a marked uptick in the shaking intensity and damages in the Washington, DC, region relative to other areas located much closer to the epicenter. This research is to investigate reasons that help explain this trend by performing detailed analyses of two important facilities that were damaged. The MSC, a large warehouse complex that serves as the main storage facility for the Smithsonian, is typical of many building systems in the eastern US. The Washington Monument is the world's tallest stone structure and the world's tallest obelisk, while also being of national historical significance. Preliminary analyses indicate that the damage to both of these structures is related to the interaction of key engineering factors, including their dynamic structural characteristics and the specific geologic and geotechnical (soil) conditions underlying the Washington, DC, area.The study is a collaborative effort between researchers at Lehigh University, Virginia Tech, and the US Geological Survey (USGS). Research activities involve both structural and geotechnical tasks. The structural engineering activities include gathering perishable damage data from the MSC and Washington Monuments, performing field vibration tests to establish the dynamic characteristics of these two structures, and developing advanced numerical models. The main geotechnical tasks involve working with USGS to perform field tests to characterize the dynamic behavior of the sites, and developing a detailed numerical simulation of the earthquake shaking that occurred during the magnitude 5.7 earthquake. Collectively, the researchers will use the structural models, dynamic site parameters, and ground shaking simulations to perform detailed analyses of both facilities to explain the observed damages during the magnitude 5.7 earthquake. The findings will then be extended by using the models to simulate different earthquake scenarios to better understand and communicate the potential impacts of the magnitude 5.7 or an even larger magnitude earthquake occurring closer to Washington, DC, or other populated areas in the region. Results will be shared with engineers, stakeholders, and decision makers in the engineering community and beyond. The two structures being studied represent a unique opportunity to analyze the behavior of east-coast US structures not designed to resist earthquakes. Our in-depth study will be insightful to the profession for establishing the vulnerability of eastern US structures to earthquake hazards and needs for renovation to ensure their resiliency. Of particular importance, this work will promote advancements in building codes and design procedures specific to the eastern US.
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