Design and application of structural health monitoring system in long-span cable-membrane structure

被引:0
作者
Teng Tang
Dong-Hui Yang
Lei Wang
Jian-Ren Zhang
Ting-Hua Yi
机构
[1] Changsha University of Technology,School of Civil Engineering
[2] Dalian University of Technology,School of Civil Engineering
[3] Yueyang Sanhe Investment Management of Airport Construction Co. Ltd,undefined
来源
Earthquake Engineering and Engineering Vibration | 2019年 / 18卷
关键词
cable-membrane; structural health monitoring; finite element model; synchronous acquisition; structural safety;
D O I
暂无
中图分类号
学科分类号
摘要
Cable-membrane structures have small rigidity and are highly sensitive to wind. Structural health monitoring is necessary to ensure the serviceability and safety of the structure. In this research, the design method of a structural health monitoring system is using the characteristics of a cable-membrane structure. Taking the Yueyang Sanhe Airport Terminal as an example, a finite element model is established to determine the critical structural components. Next, the engineering requirements and the framework of the monitoring system are studied based on the results of numerical analysis. The specific implementation of the structural health monitoring is then carried out, which includes sensor selection, installation and wiring. The proposed framework is successfully applied to the monitoring system for the Yueyang Airport terminal building, and the synchronous acquisition of fiber Bragg grating and acceleration sensor signals is implemented in an innovative way. The successful implementation and operation of structural health monitoring will help to guarantee the safety of the cable-membrane structure during its service life.
引用
收藏
页码:461 / 474
页数:13
相关论文
共 58 条
[1]  
Ando K(2000)Analyses of Cable-Membrane Structure Combined with Deployable Truss Computers & Structures 74 21-39
[2]  
Mitsugi J(2000)Analyses of Cable-Membrane Structure Combined with Deployable Truss Computers & Structures 74 21-39
[3]  
Senbokuya Y(2015)Structural Damage Detection Using Modal Strain Energy and Hybrid Multiobjective Optimization Computer-Aided Civil and Infrastructure Engineering 30 347-358
[4]  
Ando K(2014)Damage Detection of Long-Span Bridges Using Stress Influence Lines Incorporated Control Charts Science China Technological Sciences 57 1689-1697
[5]  
Mitsugi J(2017)A Systematic Method from Influence Line Identification to Damage Detection: Application to RC Bridges Computers and Concrete 20 563-572
[6]  
Senbokuya Y(1997)Field Monitoring and Research on Performance of the Confederation Bridge Canadian Journal of Civil Engineering 24 951-962
[7]  
Cha YJ(2001)Continuous Acoustic Monitoring of Grouted Post-Tensioned Concrete Bridges Ndt & E International 34 95-105
[8]  
Buyukozturk O(2017)Virtual Structural Health Monitoring and Remaining Life Prediction of Steel Bridges Canadian Journal of Civil Engineering 44 264-273
[9]  
Chen Z(1987)interactive Analysis of Wind-Loaded Pneumatic Membrane Structures Computers & Structures 25 699-712
[10]  
Cai Q(2013)A New Conceptual Design Tool for Cable-Membrane Structures Advances in Engineering Software 57 33-39