Assessment of the Damage to Critical Industrial Facilities in the 1999 Kocaeli (Izmit) Earthquake in Turkey

1999 年土耳其科贾埃利（伊兹米特）地震中关键工业设施受损情况评估

• 批准号: 0084737
• 负责人: Phillip Gould
• 金额: $ 7.5万
• 依托单位: Washington University
• 依托单位国家: 美国
• 项目类别: Standard Grant
• 财政年份: 2000
• 资助国家: 美国
• 起止时间: 2000-09-01 至 2003-08-31
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=0084737&HistoricalAwards=false
• 关键词: Assessment; Damage; Critical; Industrial; Facilities

CMS-0084737GouldThe object of this research is to explore the failures of two types of critical industrial facilities during the 1999 Kocaeli(Izmit) Earthquake in Turkey.The general tasks are: to study the nonlinear time history response of cooling towers and stacks which failed during the earthquake; to compare the predicted response with the field observations; and to evaluate the adequacy of current design procedures.The research will be conducted in phases, initially considering similar structures in the U.S. for which data is obtainable. Then, the research will focus on the actual structures in Turkey, for which one type will be selected for a more detailed evaluation.The failures of the stacks are thought to have initiated in the vicinity of large holes in the shell wall while the cooling towers suffered column failures. In the initial studies using relatively simple models, the dynamic characteristics of the representative structures will be determined so that a response spectrum analysis can be performed, followed by a local stress analysis. For the structure selected for further evaluation, the dynamic analysis will be carried out considering the nonlinear characteristic of the system.

本研究的目的是探讨1999年土耳其Kocaeli（Izmit）地震期间两类关键工业设施的失效。一般任务是：研究地震中失效冷却塔和冷却塔的非线性时程响应；将预测响应与现场观测结果进行比较；并评估当前设计程序的充分性。这项研究将分阶段进行，首先考虑在美国建立类似的结构，并获得相关数据。然后，研究将集中在土耳其的实际结构，其中一种类型将被选择进行更详细的评估。当冷却塔的塔柱发生故障时，堆的故障被认为是在壳壁上的大洞附近开始的。在使用相对简单模型的初步研究中，将确定代表性结构的动力特性，以便进行响应谱分析，然后进行局部应力分析。对于选择的结构进行进一步评估，将考虑系统的非线性特性进行动力分析。