Monitoring Design for Long-Span Bridges

被引：0

作者：

Suzuki, K. ^{[1
]}

Miki, C. ^{[2
]}

Sasaki, E. ^{[3
]}

Tanabe, A. ^{[4
]}

机构：

[1] Univ Fukui, Fukui, Japan

[2] Tokyo City Univ, Tokyo, Japan

[3] Tokyo Inst Technol, Tokyo, Japan

[4] Nikken Sekkei Civil Engn LTD, Osaka, Japan

来源：

MAINTENANCE, SAFETY, RISK, MANAGEMENT AND LIFE-CYCLE PERFORMANCE OF BRIDGES | 2018年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents a Finite Element Analysis(FEA)-based design of a health monitoring system for a structurally complex long-span bridge. The system consists of Bridge Weigh-in-Motion(BWIM), damage detection function and thermal behavior monitoring. To determinate the sensor position for BWIM, the strain response in the floor system is analyzed. Besides, FEA simulations are performed to grasp the dam-ageable parts during an earthquake. Based on the analysis, a sensor arrangement for the bridge is proposed.

引用

页码：1540 / 1547

页数：8

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