发表论文 |
1.Xu B, Wu Z, Joan R., Dan D. Automatic Assessment of the Fatigue Life of Cables of Cable‐stayed Bridges by On‐line Monitoring[J]. Structural Concrete, 2024, suco.202400609. 2.Li S, Feng J, Liu Z, Xu B (通讯), Wu G. Spatial propagation characteristics of acoustic emission signals in parallel steel wire cables[J]. Measurement, 2024, 226: 114138. 3.Xu B, Yang H, Dan D. Inversion of dynamic displacement response of cable in the whole field based on single vibration measurement[J]. Mechanical Systems and Signal Processing, 2023, 195: 110292. 4.Xu B, Dan D, Yu X. Real-time online intelligent perception of time-varying cable force based on vibration monitoring[J]. Engineering Structures 2022;270:114925. 5.徐斌, 淡丹辉. 服役斜拉索疲劳状态的全场域在线实时监测与智慧感知[J]. 中国公路学报 2022;35:158–67. 6.Zhang L; Yang S; Chen F; Xu B (通讯); Dan, Danhui ; Parametric dynamic analysisof a double-hanger system via rigid cross-ties in suspension bridges[J], Structures, 2022, 37(0): 849-857. 7.Xu B; Dan, D; Han, F; Zou, Y. Parameter identification of main cables of cable suspension structures based on vibration monitoring of cable: methodology and experimental verification[J]. Journal of Structural Engineering, 2021, 147(4) , 0645026. 8.Xu B, Dan D, Zou Y. Accurate identification method and practical formula of suspender tension based on tri-segment suspender dynamic model[J]. Engineering Structures, 2019, 200: 109710. 9.Xu B, Dan D, Zou Y, et al. Research on characteristic function for cable inverse analysis based on dynamic stiffness theory and its application[J]. Engineering Structures, 2019, 194: 384-395. 10.Xu B, Dan D, Zhao Y. Frequency-Domain Estimation Method for Vibration-Induced Additional Cable Tension Based on Acceleration Monitoring[J]. Journal of Vibration and Acoustics, 2019, 141(6). 11.Dan D, Xu B, Xia Y, et al. Intelligent parameter identification for bridge cables based on characteristic frequency equation of transverse dynamic stiffness[J]. Journal of Low Frequency Noise, Vibration and Active Control, 2018: 1461348418814617. 12.Dan D, Xu B, Huang H, et al. Research on the characteristics of transverse dynamic stiffness of an inclined shallow cable [J]. Journal of Vibration and Control, 2016, 22(3): 812-825. 13.Dan D H, Xu B, Chen Z H. Universal characteristic frequency equation for cable transverse component system and its universal numerical solution[J]. Journal of Engineering Mechanics, 2015, 142(4): 04015105. 14.Dan D, Xia Y, Xu B, et al. Multistep and multiparameter identification method for bridge cable systems [J]. Journal of Bridge Engineering, 2017, 23(1): 04017111. 15.Dan Danhui, Han Fei, Cheng Wei, Xu Bin. (2019).Unified modal analysis of complex cable systems via extended dynamic stiffness method and enhanced computation. Structural Control and Health Monitoring. 16.Dan D, Chen Y, Xu B. A PSO driven intelligent model updating and parameter identification scheme for cable-damper system [J]. Shock and Vibration, 2015, 2015. |
专利 |
1.徐斌;杨皓翔;李胜利;冯杰;臧晨;一种用于斜拉桥斜拉索的减振发电装置,2022-08-22,中国, ZL202210257508.4(发明) 2.淡丹辉; 徐斌; 巩煚鑫; 孙利民 ; 适用于斜拉索的豆荚雨线型阻尼器, 2015-4-15, 中国, ZL201310072762.8 (发明) 3.淡丹辉; 陈祖贺; 徐斌; 孙利民 ; 弯曲型拉索颗粒阻尼器, 2015-6-24, 中国, ZL201310072671.4 (发明) 4.郑州大学(徐斌;崔霆;王俊东;范正威);斜拉桥复杂拉索系统参数在线识别软件V1.0, 2023SR0551195,原始取得,全部权利, 2023-05-18 (软件著作权) 5.淡丹辉; 徐斌; 赵一鸣 ; 拉索-横向力元件动力特性分析软件V1.0, 2014SR129047, 原始取得, 全部权利, 2014-5-10 (软件著作权) |