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考虑温度影响的桥梁结构损伤识别

张春丽 吕中荣

中山大学学报(自然科学版)2016,Vol.55Issue(3):102-105,4.
中山大学学报(自然科学版)2016,Vol.55Issue(3):102-105,4.DOI:10.13471/j.cnki.acta.snus.2016.03.017

考虑温度影响的桥梁结构损伤识别

Structural damage identification including the temperature difference based on response sensitivity analysis

张春丽 1吕中荣2

作者信息

  • 1. 重庆建筑工程职业学院,重庆 400072
  • 2. 中山大学力学系,广东 广州 510275
  • 折叠

摘要

Abstract

Damage detection based on a reference set of measured data usually has the problem of differ-ent environmental temperature in the two sets of measurements,and the effect of temperature difference is usually ignored in the subsequent model updating.It attempts to identify the structural damage including the temperature difference both local damages,and the temperature difference are identified in a gradient-based model updating method based on dynamic response sensitivity.The measured dynamic responses of the structure from two different states are used directly to identify the structural local damages and the temperature difference.A planar truss structure are studied to illustrate the effectiveness of the proposed method.

关键词

损伤识别/响应灵敏度/模型修正/温度差

Key words

structural damage identification/response sensitivity/model updating/temperature differ-ence

分类

机械制造

引用本文复制引用

张春丽,吕中荣..考虑温度影响的桥梁结构损伤识别[J].中山大学学报(自然科学版),2016,55(3):102-105,4.

基金项目

国家自然科学基金资助项目(11172333,11272361);广东省自然科学基金资助项目(2015A030313126);广东省科技计划资助项目(2014A020218004);重庆市教委科学技术研究资助项目 ()

中山大学学报(自然科学版)

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