Life-Cycle Damage and Downtime Cost Estimates for Structural Systems Subjected to Seismic Loads

承受地震荷载的结构系统的生命周期损坏和停机成本估算

• 批准号: 0925714
• 负责人: Mircea Grigoriu
• 金额: $ 27万
• 依托单位: Cornell University
• 依托单位国家: 美国
• 项目类别: Standard Grant
• 财政年份: 2009
• 资助国家: 美国
• 起止时间: 2009-08-01 至 2014-07-31
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=0925714&HistoricalAwards=false
• 关键词: Life; Cycle; Damage; Downtime; Cost

The main objective of this award is the development of an accurate, efficient, and conceptually simple methodology for assessing the life-cycle seismic performance of realistic structural systems. The research is motivated by its potential to contribute to the practical implementation of performance-based seismic design concepts. A first step of the research is the development of a probabilistic model describing the seismic hazard at a particular site. The model will be calibrated with the data available from the United States Geological Survey. The model will deliver arrival times, magnitudes, and epicenter locations for the sequence of seismic events likely to occur at a particular site during a specified time interval, as well as ground motions during these events. A second step of the research is the development of reduced order models characterizing probabilistically seismic ground acceleration records at a site. Resulting reduced order model will be used to calculate system fragilities as functions of earthquake magnitudes and epicenter-to-site distances, rather than a single seismic intensity parameter. These developments will be applied to estimate life-time damage and downtime costs for realistic structural systems and construct metrics rating the seismic performance of design alternatives.The completed research will provide an accurate and conceptually simple methodology for estimating life-time damage and downtime costs for structural systems, which are essential ingredients for the developments performance-based design procedures. In addition to providing useful input to performance-based design-related studies, the project is likely to open new research directions on the analysis of complex, large scale dynamic systems with uncertain properties subjected to random actions. The reduced order models developed in this study can be used to design efficient protocols for testing equipments and other systems subjected to random excitations. These protocols will extract maximum information from a specified number of tests by selecting representative samples of these excitations. Graduate and undergraduate engineering students will benefit from results of the proposed research through classroom instruction, participation in the project as members of the research team, and software packages to be developed in the project.

该奖项的主要目标是开发一种准确，高效，概念简单的方法来评估现实结构系统的生命周期抗震性能。 这项研究的动机是其有可能为基于性能的抗震设计概念的实际实施做出贡献。 研究的第一步是建立一个描述特定地点地震危险性的概率模型。 该模型将根据美国地质调查局提供的数据进行校准。该模型将提供在特定时间间隔内可能在特定地点发生的地震事件序列的到达时间、震级和震中位置，以及这些事件期间的地面运动。 研究的第二步是降阶模型的发展，表征概率地震地面加速度记录在一个网站。由此产生的降阶模型将被用来计算系统的脆弱性作为地震震级和震中到站点的距离的函数，而不是一个单一的地震烈度参数。这些发展将被应用于估计寿命损伤和停机成本的现实结构系统和构造指标评级的抗震性能的设计alternatives.The完成的研究将提供一个准确的和概念上简单的方法来估计寿命损伤和停机成本的结构系统，这是必不可少的成分的发展基于性能的设计程序。除了为基于性能的设计相关研究提供有用的输入外，该项目还可能为分析具有随机作用的不确定特性的复杂大规模动态系统开辟新的研究方向。本研究所建立的降阶模型可用于设计有效的随机激励下的测试设备和其他系统的测试方案。 这些协议将通过选择这些激励的代表性样本，从指定数量的测试中提取最大信息。 研究生和本科工程专业的学生将受益于通过课堂教学，参与项目的研究团队的成员，并在项目中开发的软件包的拟议研究的结果。