Development of monitoring nodes realizing high-density measurements for civil infrastructures
开发监测节点实现民用基础设施高密度测量
基本信息
- 批准号:20760302
- 负责人:
- 金额:$ 2.16万
- 依托单位:
- 依托单位国家:日本
- 项目类别:Grant-in-Aid for Young Scientists (B)
- 财政年份:2008
- 资助国家:日本
- 起止时间:2008 至 2009
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
In order to create quantitative, objective and effective method maintaining civil infrastructures, this research aims to develop monitoring nodes which realize high-density measurements for them. A monitoring system, which combines a laser Doppler vibrometer with a Total Station for surveying, was applied to existing cable-stayed bridges. As a result, it was confirmed that the system made possible to realize remote and automated monitoring for bridges. Moreover, monitoring nodes using MEMS based technologies were developed. Their application test to vibration measurement of a bridge revealed that the nodes were possible to replace conventional measurement system.
为了创建维护民用基础设施的定量,客观有效的方法,该研究旨在开发监测节点,以实现为其实现高密度测量结果。将激光多普勒振动仪与用于测量的总站相结合的监测系统已应用于现有的电缆固定桥梁。结果,已经确认该系统有可能实现桥梁的远程和自动监视。此外,开发了使用基于MEMS的技术监测节点。他们对桥梁振动测量的应用测试表明,节点可以取代常规测量系统。
项目成果
期刊论文数量(0)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
橋梁振動モニタリングのためのセンサノードにおける計測精度の改善
提高桥梁振动监测传感器节点的测量精度
- DOI:
- 发表时间:2009
- 期刊:
- 影响因子:0
- 作者:T.Nagashima;T.Ichimura;石崎覚史
- 通讯作者:石崎覚史
Local dynamic characteristics of train-induced vibration of high-speed railway bridge
高速铁路桥梁列车诱发振动局部动力特性
- DOI:
- 发表时间:2008
- 期刊:
- 影响因子:0
- 作者:D. Su;Y. Fujino;T. Nagayama and T. Miyashita
- 通讯作者:T. Nagayama and T. Miyashita
Vibration-based Structural Health Monitoring for Bridges using Laser Doppler Vibrometers and MEMS-based Technologies
- DOI:
- 发表时间:2009
- 期刊:
- 影响因子:0
- 作者:T. Miyashita;M. Nagai
- 通讯作者:T. Miyashita;M. Nagai
Application of Laser Doppler Vibrometers to Bridges
激光多普勒测振仪在桥梁中的应用
- DOI:
- 发表时间:2009
- 期刊:
- 影响因子:0
- 作者:Ichimura;M.Hori;Takeshi Miyashita
- 通讯作者:Takeshi Miyashita
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MIYASHITA Takeshi其他文献
ANALYTICAL STUDY ON REMAINING CAPACITY OF CORRODED GUSSET PLATE CONNECTION IN TRUSS BRIDGES
桁架桥节点板锈蚀连接剩余能力分析研究
- DOI:
10.2208/journalofjsce.6.1_127 - 发表时间:
2018 - 期刊:
- 影响因子:0
- 作者:
PHAM Ngoc Vinh;MIYASHITA Takeshi;OHGAKI Kazuo;OKUYAMA Yusuke;KOBAYASHI Akira;HIDEKUMA Yuya;HIROSE Takeshi;HARADA Takuya - 通讯作者:
HARADA Takuya
CFRP SHEET REPAIR FOR STEEL GIRDER WITH CORRODED DAMAGE NEARBY CONNECTIONS
碳纤维增强塑料板修复连接附近有腐蚀损坏的钢梁
- DOI:
10.2208/jscejseee.77.1_165 - 发表时间:
2021 - 期刊:
- 影响因子:0
- 作者:
TAKAMORI Atsuya;MIYASHITA Takeshi;PHAM Ngoc Vinh;HARADA Takuya;HIDEKUMA Yuya;OHGAKI Kazuo - 通讯作者:
OHGAKI Kazuo
NONLINEAR STRESS ANALYSIS FOR CFRP-SHEET-BONDED STEEL PLATES UNDER UNIAXIAL TENSILE LOADING
单轴拉伸载荷下 CFRP 板粘合钢板的非线性应力分析
- DOI:
10.2208/journalofjsce.8.1_127 - 发表时间:
2020 - 期刊:
- 影响因子:0
- 作者:
PHAM Ngoc Vinh;MIYASHITA Takeshi - 通讯作者:
MIYASHITA Takeshi
MIYASHITA Takeshi的其他文献
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{{ truncateString('MIYASHITA Takeshi', 18)}}的其他基金
Clarification of damage detection limit of steel bridge by vibration and development of damage detection method using piezoelectrics
阐明钢桥振动损伤检测极限并开发压电损伤检测方法
- 批准号:
23760421 - 财政年份:2011
- 资助金额:
$ 2.16万 - 项目类别:
Grant-in-Aid for Young Scientists (B)
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Identification of cause of fatigue damages in steel bridges using MEMS sensor
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