Nishio Mayuko
- Articles
- SEQUENTIAL ESTIMATION OF POSTERIOR DISTRIBUTIONS OF MODEL PARAMETERS OF BRIDGE BEARNG UNDER CORROSION PROCESS
西尾 真由子; 人見 淳
Journal of Japan Society of Civil Engineers, Ser. A2/71(2)/pp.I_99-I_108, 2015-12 - Time-series analysis of GPS monitoring data from a long-span bridge considering the global deformation due to air temperature changes
Le Van H.; Nishio M
Journal of Civil Structural Health Monitoring/5(4)/pp.415-425, 2015-03 - Study on the health monitoring of bridge bearings using a Brillouin-scattering-based distributed fiber-optic sensor
西尾 真由子; 水野 圭太; 勝地 弘; 山田 均
Kozo Kogaku Ronbunshu. A (Journal of Structural Engineering. A)/60A/pp.484-492, 2014-03 - Bayesian Inference Based Uncertainty Quantification and Calibration of Numerical Models of Existing Structures
西尾 真由子; 藤野 陽三
Journal of Japan Society of Civil Engineers, Ser. A2/69(2)/pp.I_711-I_718, 2014-03 - Uncertainty quantification of the finite element model of existing bridges for dynamic analysis
Nishio M; Marin J; Fujino Y
Journal of Civil Structural Health Monitoring/2(3-4)/pp.163-173, 2012-11 - STRUCTURAL SHAPE RECONSTRUCTION WITH CONSIDERATION OF BOUNDARY CONDITION CHANGES USING DISTRIBUTED OPTICAL FIBER STRAIN SENSOR
西尾 真由子; 武田 展雄
Doboku Gakkai Ronbunshuu A (Journal of JSCE A)/66(2)/pp.229-238, 2010-05 - Structural shape reconstruction with consideration of the reliability of distributed strain data from a Brillouin-scattering based optical fiber sensor
Nishio M; Mizutani T; Takeda N
Smart Materials and Structures/19(3)/p.035011, 2010-02 - Shape Reconstruction of Composite Structures Using High-Resolution Distributed Strain Data from Brillouin Scattering Based Optical Fiber Sensing System
西尾 真由子; 水谷 忠均; 武田 展雄
JOURNAL OF THE JAPAN SOCIETY FOR AERONAUTICAL AND SPACE SCIENCES/56(658)/pp.522-529, 2008-12 - Decentralized Approach of Cable Network Structures for Their Vibration Control
西尾 真由子; 田中 宏明; 名取 通弘; 岸本 直子; 藤野 陽三
JOURNAL OF THE JAPAN SOCIETY FOR AERONAUTICAL AND SPACE SCIENCES/55(644)/pp.411-417, 2007-10
- SEQUENTIAL ESTIMATION OF POSTERIOR DISTRIBUTIONS OF MODEL PARAMETERS OF BRIDGE BEARNG UNDER CORROSION PROCESS