原文传递
Periodic Assembly of Steel Truss Systems for Efficient Analyses and Early Detection of Localized Damage Using Impulse Response Method
| 题名： | Periodic Assembly of Steel Truss Systems for Efficient Analyses and Early Detection of Localized Damage Using Impulse Response Method |
| 其他题名： | Brun,M.,Movchan,A.B.,and Jones,I.S.(2013)."Phononic band gap systems in structural mechanics:Finite slender elastic structures and infinite periodic waveguides."J.Vib.Acoust.,135(4),041013. |
| 正文语种： | 英文 |
| 作者： | Onur Can |
| 关键词： | Periodic truss; Impulse response; Damage detection |
| 摘要： | In this paper, the design of truss systems configured with a periodic pattern is proposed for obtaining the frequency response of truss units by the recursive finite-element method and monitoring their variations with localized damage using the impulse response method. The periodic assembly of a truss allows modeling with the unit cell approach in order to obtain local vibration modes independent from boundary conditions and applying recursive finite-element models that significantly reduce the required degrees of freedoms for dynamic analyses. Once the local vibration modes are obtained using dispersion curves, the impulse response method is used for tracking the damage location on the truss geometry. The approach is numerically demonstrated using three different periodic topologies and experimentally verified using a selected truss topology. The integration of the structural design and damage detection method at their earliest stage provides a forward solution for structural design and diagnosis. |
| 出版年： | 2018 |
| 论文唯一标识： | P-26Y2018V144N05010 |
| 英文栏目名称： | TECHNICAL PAPERS |
| doi： | 10.1061/(ASCE)ST.1943-541X.0002018 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 144 |
| 期： | 05 |
| 页码： | 108-120 |
相关文献
- Damage Detection of Steel-Truss Railway Bridges Using Operational Vibration Data
- Reliability Analysis of Lateral Bracing Forces in Metal-Plated Wood Trusses
- Early Warning Method of Structural Damage Using Localized Frequency Cointegration under Changing Environments
- Sensitivity Analysis for Displacement-Controlled Finite-Element Analyses
- Damage Detection and Localization in a Full-Scale Slice of a Seven-Story Shear Wall Building Tested on the UCSD-NEES Shake Table
- Automated Damage Index Estimation of Reinforced Concrete Columns for Post-Earthquake Evaluations
检索历史
应用推荐
