Research and Implementations of Structural Monitoring for Bridges and Buildings in Japan

被引:87
作者
Fujino, Yozo [1 ]
Siringoringo, Dionysius M. [1 ]
Ikeda, Yoshiki [2 ]
Nagayama, Tomonori [3 ]
Mizutani, Tsukasa [3 ]
机构
[1] Yokohama Natl Univ, Inst Adv Sci, Yokohama, Kanagawa 2408501, Japan
[2] Kyoto Univ, Disaster Prevent Res Inst, Kyoto 6110011, Japan
[3] Univ Tokyo, Dept Civil Engn, Tokyo 1138656, Japan
基金
日本学术振兴会;
关键词
Structural monitoring; Long-span bridge; High-rise building; Seismic monitoring; Wind-induced responses; Pavement and slab monitoring; Structural control monitoring; Structural assessment; SLAB DAMAGE DETECTION; SYSTEM-IDENTIFICATION; PERFORMANCE EVALUATION; FUNDAMENTAL-FREQUENCY; SUSPENSION BRIDGE; VIBRATION;
D O I
10.1016/j.eng.2019.09.006
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper provides a review on the development of structural monitoring in Japan, with an emphasis on the type, strategy, and utilization of monitoring systems. The review focuses on bridge and building structures using vibration-based techniques. Structural monitoring systems in Japan historically started with the objective of evaluating structural responses against extreme events. In the development of structural monitoring, monitoring systems and collected data were used to verify design assumptions, update specifications, and facilitate the efficacy of vibration control systems. Strategies and case studies on monitoring for the design verification of long-span bridges and tall buildings, the performance of seismic isolation systems in building and bridges, the verification of structural retrofit, the verification of structural control systems (passive, semi-active, and active), structural assessment, and damage detection are described. More recently, the application of monitoring systems has been extended to facilitate efficient operation and effective maintenance through the rationalization of risk and asset management using monitoring data. This paper also summarizes the lessons learned and feedback obtained from case studies on the structural monitoring of bridges and buildings in Japan. (C) 2019 THE AUTHORS. Published by Elsevier LTD on behalf of Chinese Academy of Engineering and Higher Education Press Limited Company.
引用
收藏
页码:1093 / 1119
页数:27
相关论文
共 83 条
[1]  
Abe M, 2010, J Struct Earthq Eng JSCE, V66, P477
[2]  
Abe M., 2009, ENCY STRUCTURAL HLTH, P2131
[3]  
[Anonymous], 1985, PROGR HONSH SHIK BRI
[4]  
[Anonymous], 2015, PUBL PAG WAV OBS DAT
[5]  
[Anonymous], 2016, NUMB VC BUILD JAP YE
[6]  
[Anonymous], 1989, SET OH BRIDG
[7]  
Architectural Institute of Japan (AIJ), 2012, S TALL BUILD EXC LON
[8]   System identification of two base-isolated bridges using seismic records [J].
Chaudhary, MTA ;
Abe, M ;
Fujino, Y ;
Yoshida, J .
JOURNAL OF STRUCTURAL ENGINEERING, 2000, 126 (10) :1187-1195
[9]   Performance evaluation of base-isolated Yama-age bridge with high damping rubber bearings using recorded seismic data [J].
Chaudhary, MTA ;
Abé, M ;
Fujino, Y .
ENGINEERING STRUCTURES, 2001, 23 (08) :902-910
[10]   Bridge monitoring in Japan: the needs and strategies [J].
Fujino, Y. ;
Siringoringo, D. M. .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2011, 7 (7-8) :597-611