Numerical Investigation of the Dynamic Responses of Long-Span Bridges With Consideration of the Random Traffic Flow Based on the Intelligent ACO-BPNN Model
暂无分享,去创建一个
Chao Zhang | Liwen Zhang | Fenghui Dong | Zhuo Sun | Pu Wei | Chao Zhang | Liwen Zhang | Zhuo Sun | Fenghui Dong | Pu Wei
[1] João M. Rocha,et al. Safety assessment of a short span railway bridge for high-speed traffic using simulation techniques , 2012 .
[2] Wu Ya-ping. Vibration character of a double cable suspension bridge under a single vehicle load , 2010 .
[3] Qian Feng. Analysis of vehicle-bridge interaction of long span suspension bridges , 2011 .
[4] Jinsong Wu,et al. Design of isotropic orthogonal transform algorithm-based multicarrier systems with blind channel estimation , 2012, IET Commun..
[5] Kai Cui,et al. Experimental research and finite element analysis on the dynamic characteristics of concrete steel bridges with multi-cracks , 2017 .
[6] Ye Ma. Coupled vehicle-bridge evolutionary random vibration for a multi-span continuous bridge with elastic bearings , 2014 .
[7] Zhong Ming,et al. An Intelligent Wireless Sensor Networks System with Multiple Servers Communication , 2015, Int. J. Distributed Sens. Networks.
[8] Xuan Kong,et al. New strategy of substructure method to model long-span hybrid cable-stayed bridges under vehicle-induced vibration , 2012 .
[9] Nam-Sik Kim,et al. Dynamic characteristics of suspension bridge hanger cables using digital image processing , 2013 .
[10] Ai-Min Yang,et al. Optimum surface roughness prediction for titanium alloy by adopting response surface methodology , 2017 .
[11] Ja Choon Koo,et al. Inspection Robot for Hanger Cable of Suspension Bridge: Mechanism Design and Analysis , 2013, IEEE/ASME Transactions on Mechatronics.
[12] Algazy Zhauyt,et al. The experimental determination of the stress calculation and relative strains in the span elements of railway bridges under the influence of the rolling equipment , 2017 .
[13] Jianbin Qiu,et al. A Combined Adaptive Neural Network and Nonlinear Model Predictive Control for Multirate Networked Industrial Process Control , 2016, IEEE Transactions on Neural Networks and Learning Systems.
[14] Zong Zhou-hon,et al. Study of Vehicle Load Models for Xinyi River Bridge Based on WIM Data , 2013 .
[15] Łukasz Konieczny,et al. Numerical identification of the overhead travelling crane’s dynamic factor caused by lifting the load off the ground , 2015 .
[16] Luca Martinelli,et al. Performance comparison of passive control schemes for the numerically improved ASCE cable-stayed bridge model , 2012 .
[17] John S. Owen,et al. A coupled biomechanical/discrete element crowd model of crowd–bridge dynamic interaction and application to the Clifton Suspension Bridge , 2013 .
[18] Jianqiang Li,et al. Computation Partitioning for Mobile Cloud Computing in a Big Data Environment , 2017, IEEE Transactions on Industrial Informatics.
[19] Alexander Koenig,et al. Multisensor Contour Following With Vision, Force, and Acceleration Sensors for an Industrial Robot , 2013, IEEE Transactions on Instrumentation and Measurement.
[20] Dae-Gab Gweon,et al. A six-degree-of-freedom magnetic levitation fine stage for a high-precision and high-acceleration dual-servo stage , 2015 .
[21] Zhou Fulin. Evolutionary random vibration analysis of a bridge subjected to moving vehicles , 2010 .
[22] Jian Li,et al. Progressive finite element model calibration of a long-span suspension bridge based on ambient vibration and static measurements , 2010 .
[23] Lin Ma,et al. Research on Stress Spectrum of Steel Decks in Suspension Bridge Considering Measured Traffic Flow , 2012 .
[24] Steven D. Blostein,et al. High-rate diversity across time and frequency using linear dispersion , 2008, IEEE Transactions on Communications.
[25] T.-P. Chang,et al. The interactive vibration behavior in a suspension bridge system under moving vehicle loads and vertical seismic excitations , 2011 .
[26] Jinsong Wu,et al. MIMO Detection Schemes with Interference and Noise Estimation Enhancement , 2011, IEEE Trans. Commun..
[27] Tingting Zhao,et al. Unsaturated dynamic constitutive model under cyclic loading , 2017, Cluster Computing.
[28] Toshihiko Yoshino,et al. Fiber-Bragg-Grating Based Single Axial Mode Fabry-Perot Interferometer and Its Strain and Acceleration Sensing Applications , 2016, Journal of Lightwave Technology.
[29] M. Valipour,et al. Comparison of the ARMA, ARIMA, and the autoregressive artificial neural network models in forecasting the monthly inflow of Dez dam reservoir , 2013 .
[30] Wei Wei,et al. Gradient-driven parking navigation using a continuous information potential field based on wireless sensor network , 2017, Inf. Sci..
[31] Qi Li,et al. Stress and acceleration analysis of coupled vehicle and long-span bridge systems using the mode superposition method , 2010 .
[32] Jerome P. Lynch,et al. Internet-Enabled Wireless Structural Monitoring Systems: Development and Permanent Deployment at the New Carquinez Suspension Bridge , 2013 .
[33] Zhou Xin-ping. Dynamic Analysis Method of Vehicle-Bridge Coupling for Complicated Bridges Based on ANSYS , 2010 .