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11篇 您的检索式:作者名="Yeesock"
    题名 作者 年代 出处 被引量
1Semiactive nonlinear control of a building with a magnetorheological damper system 显示文摘Yeesock Kim Reza Langari Stefan Hurlebaus 2008Mechanical Systems and Signal Process ing2008,6,6:1
2Fuzzy model forecasting of offshore bar-shape profiles under high waves显示文摘Yeesock Kim Kyu Han Kim Bum-Shick Shin 2014Expert Systems With Applications2014,,13:1
3Wavelet-based AR–SVM for health monitoring of smart structures显示文摘Yeesock Kim Jo Woon Chong Ki H Chon JungMi Kim 2013Smart Materials and Structures2013,,1:1
4Nonlinear system identification of smart structures under high impact loads显示文摘Kemal Sarp Arsava Yeesock Kim Tahar El-Korchi Hyo Seon Park 2013Smart Materials and Structures2013,,5:1
5Fragility estimates of smart structures with sensor faults显示文摘Yeesock Kim Jong-Wha Bai Leonard D Albano 2013Smart Materials and Structures2013,,12:1
6Multi-objective genetic algorithms for cost-effective distributions of actuators and sensors in large structures显示文摘Young-Jin Cha Anil K. Agrawal Yeesock Kim Anne M. Raich 2012Expert Systems With Applications2012,,9:1
7Nonlinear system identification of large-scale smart pavement systems显示文摘Yeesock Kim Rajib Mallick Sankha Bhowmick Bao-Liang Chen 2012Expert Systems With Applications2012,,:1
8System identification of smart structures using a wavelet neuro-fuzzy model显示文摘Ryan Mitchell Yeesock Kim Tahar El-Korchi 2012Smart Materials and Structures2012,,11:1
9MIMO fuzzy identification of building-MR damper systems显示文摘Yeesock Kim Reza Langari Stefan Hurlebaus 2011Journal of Intelligent & Fuzzy Systems2011,,4:1
10Novel bio-inspired smart control for hazard mitigation of civil structures显示文摘Yeesock Kim Changwon Kim Reza Langari 2010Smart Materials and Structures2010,,11:1
11Active control of highway bridges subject to a variety of earthquake loads显示文摘In this paper, a wavelet-fi ltered genetic-neuro-fuzzy(WGNF) control system design framework for response control of a highway bridge under various earthquake loads is discussed. The WGNF controller is developed by combining fuzzy logic, discrete wavelet transform, genetic algorithms, and neural networks for use as a control algorithm. To evaluate the performance of the WGNF algorithm, it is tested on a highway bridge equipped with hydraulic actuators. It controls the actuators installed on the abutments of the highway bridge structure. Various earthquakes used as input signals include an artifi cial earthquake, the El-Centro, Kobe, North Palm Springs, Turkey Bolu, Chi-Chi, and Northridge earthquakes. It is proved that the WGNF control system is effective in mitigating the vibration of the highway bridge under a variety of seismic excitation.Ryan Mitchell Young-Jin Cha Yeesock Kim Aniket Anil Mahajan 2015Earthquake Engineering and Engineering Vibration2015,14,2:0
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