Reliability-Based Analysis and Design Loads For Slender Long-Span Bridges

细长大跨桥梁基于可靠性的分析和设计荷载

• 批准号: 0900253
• 负责人: Suren Chen
• 金额: $ 24.24万
• 依托单位: Colorado State 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: 2009-07-01 至 2013-06-30
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=0900253&HistoricalAwards=false
• 关键词: Reliability; Based; Analysis; Design; Loads

Under wind and traffic loading, slender long-span bridges can experience large responses which are typically caused by the dynamic interaction of the loads with the bridge structure. These large responses can cause fatigue accumulation, deterioration, and, at times, related safety issues for the bridge system. In the United States, more than 800 long-span bridges contained in the national bridge inventory are classified as fracture-critical. This project will study these dynamic interactions and their potential to cause damage in long span bridge structures. The project will focus on understanding the dynamic behavior of bridge structures and develop an integrated dynamic model to assess the lifetime performance of long-span bridges under combined wind and traffic loads. A reliability-based analytical approach which utilizes improved traffic flow simulations combined with wind tunnel test data will be formulated to define equivalent wheel loads and the resulting factored design loads to ensure a targeted reliability level at several levels of expected performance. This research will help engineers to reliably predict the response, performance, and remaining life of slender long-span bridge systems. It will help to identify potential sources and risk of damage to current bridges with the ultimate objective of designing retrofit measures to improve performance and prolong the lives of the long span bridge structures. The reliability-based analysis and design methodology will be helpful in load calibration and in achieving a consistent level of risk for all bridge structures, which is the fundamental intent of any design specification. Such a consistent level of risk is not necessarily guaranteed now due to the lack of design specifications for long-span bridges. The research results will be widely disseminated to other researchers and practitioners through conventional mechanisms and committee work. The project will provide advanced training to graduate students. Outreach educational activities are also planned to provide an opportunity to pre-college students to participate in cutting edge research with hands-on experience with wind tunnel experimentation, thus helping to foster interest in the next generation of engineers.

在风和交通荷载作用下，细长的大跨度桥梁可能会经历较大的响应，这通常是由荷载与桥梁结构的动态相互作用引起的。 这些大的响应可能会导致桥梁系统疲劳累积、恶化，有时还会导致相关的安全问题。在美国，国家桥梁清单中包含的 800 多座大跨度桥梁被列为断裂危急桥梁。该项目将研究这些动态相互作用及其对大跨度桥梁结构造成损坏的可能性。该项目将侧重于了解桥梁结构的动态行为，并开发一个综合动态模型来评估大跨度桥梁在风荷载和交通荷载联合作用下的寿命性能。将制定一种基于可靠性的分析方法，该方法利用改进的交通流模拟与风洞测试数据相结合来定义等效车轮载荷和由此产生的分解设计载荷，以确保在多个预期性能水平上达到目标可靠性水平。这项研究将帮助工程师可靠地预测细长大跨桥梁系统的响应、性能和剩余寿命。 它将有助于识别现有桥梁损坏的潜在来源和风险，最终目标是设计改造措施，以提高大跨度桥梁结构的性能并延长其寿命。基于可靠性的分析和设计方法将有助于载荷校准和实现所有桥梁结构一致的风险水平，这是任何设计规范的基本意图。由于缺乏大跨度桥梁的设计规范，现在不一定能保证如此一致的风险水平。 研究成果将通过常规机制和委员会工作广泛传播给其他研究人员和从业人员。该项目将为研究生提供高级培训。还计划开展外展教育活动，为大学预科学生提供参与前沿研究并获得风洞实验实践经验的机会，从而有助于培养对下一代工程师的兴趣。