Updating of Finite Element Model for High-piled Wharf Based on Structural Sensitivity Analysis and Optimization Design Principle

摘要：

The High-piled wharf is one of the most widely applied structure of wharf building. Structure vibration of the finite element model is updated use of piled wharf physical model test results in this paper. Finite element model is updated based on the restriction optimization theory upon the sensitivity analysis of the structure characteristics. New finite element model of dynamic is approached measured value on revised and Provided standard for dynamic response analysis damage detecting and holistic approach for evaluation of high pile wharf structure.

关键词： high-piled wharf sensitivit analysis restriction optimization theory finite element model updating

作者: Qiang Zhang Yang Han Gan Zhang

作者单位: Tianjin Research Institute for Water Transport Engineering, Key Laboratory of Harbor Marine Structur Tianjin Research Institute for Water Transport Engineering, Key Laboratory of Harbor Marine Structur Tianjin Research Institute for Water Transport Engineering, Key Laboratory of Harbor Marine Structur

会议类型: 国际会议

会议名称: 2012 International Conference on Electric Technology and Civil Engineering(2012 电子技术与土木工程国际会议 ICETCE 2012)

会议地点: 三峡

会议语种:英文

页码: 466-469

在线出版日期: 2012-05-18（万方平台首次上网日期，不代表论文的发表时间）