教学科研机构

王志鲁，副教授，博士生导师，2012年毕业于天津大学茅以升班，获学士学位；2019年毕业于同济大学和香港理工大学，获双博士学位，导师为李国强教授和徐幼麟教授；主持了国家自然科学基金两项（面上、青年），国家博士后特别资助、面上资助等共多项科研课题；第一作者或通讯作者在国际权威期刊发表SCI论文20余篇，EI论文3篇，其中ESI高被引论文1篇；授权发明专利7项，实用新型专利3项；获厦门市科学技术一等奖（排名1），中国公路学会科学技术特等奖（排名2），詹天佑铁道科学技术奖-青年奖，“重庆市优秀博士后”，全国车桥耦合振动及其应用研讨会“垒知创新青年学者奖”。作为骨干主研了多项国家自然科学基金、中国工程院战略咨询研究项目等作为骨干主研了多项国家自然科学基金、中国工程院战略咨询研究项目等，负责完成了基于车辆扫描法的首个规模化桥梁快速检测项目，成功应运于110联桥梁的快速检测。

(1).结构健康监测
(2).公路、铁路、磁悬浮车桥动力耦合
(3).桥梁智能检测与智慧运维
(4).大数据与人工智能

担任Engineering Structures，Mechanical Systems and Signal Processing，International Journal of Structural Stability and Dynamics等多个期刊审稿人

一、科研项目
[1] 国家自然科学基金面上项目，52478137，主持
[2] 国家自然科学青年基金项目，52008057，主持
[3] 重庆市建委科技计划项目，城科字2023 第5-12 号，主持
[4] 中国博士后特别资助，2020T130759，主持
[5] 中国博士后科学基金面上资助，2021M693738，主持
[6] 中国博士后科学基金面上资助，2020M640901，主持
[7] 国家山区公路工程技术研究中心开放基金课题，主持
[8] 留学人员回国创业创新支持计划，cx2020013，主持
[9] 重庆市博士后科学基金项目，cstc2019jcyj-bshX0115，主持
二、期刊论文（第一/通讯作者）
[1] Yang, Y. B., Wang, Z. L.*, Yao, H., Zhang, B., Xu, H., & Shi, K. (2023). Weak-End and Frequency Detection of Elastically Supported Bridges by Contact Residual Response of Two-Axle Test Vehicle in a Round Trip. Journal of Bridge Engineering, 28(3), 06023001.  
[2] Z.L. Wang, Z. X. Tan, D.S. Yang*, H. Xu, K. Shi, Y.B. Yang*, Internal and External Cancellation Conditions for Free Vibration of Damped Simple Beams Traversed by Successive Moving Loads, IJSSD, Online ready.
[3] Yang, Y. B., Li, Z.*, Wang, Z. L.*, Liu, Z., Mo, X. Q., & Qiu, F. Q. (2023). Closely spaced modes of bridges estimated by a hybrid time–frequency method using a multi-sensor scanning vehicle: Theory and practice. Mechanical Systems and Signal Processing, 192, 110236.
[4] Wang Z.L., Z.X. Tan, H. Yao, K. Shi, H. Xu, Y.B. Yang. * (2022) Effect of Soft-End Amplification on Elastically Supported Bridges with Bearings of Unequal Stiffnesses Scanned by Moving Test Vehicle, Journal of Sound and Vibration, 540(8): 117308.
[5] Wang, Z. L., Yang, J. P. *, Shi, K., Xu, H., Qiu, F. Q., & Yang, Y. B. * (2022). Recent Advances in Researches on Vehicle Scanning Method for Bridges. International Journal of Structural Stability and Dynamics. Vol. 22, No. 15 (2022) 2230005 (ESI高被引论文)
[6] Yang, Y. B., Wang, B.Q., Wang, Z. L.*, Shi, K., & Xu, H. (2022). Scanning of Bridge Surface Roughness from Two-Axle Vehicle Response by EKF-UI and Contact Residual: Theoretical Study. Sensors, 22(9), 3410.
[7] Yang, Y. B., Li, Z., Wang, Z. L.*, Shi, K., Xu, H., Qiu, F. Q., & Zhu, J. F. (2022). A novel frequency-free movable test vehicle for retrieving modal parameters of bridges: Theory and experiment. Mechanical Systems and Signal Processing, 170, 108854.
[8] Yang, Y. B., Wang, Z. L.*, Shi, K., Xu, H., & Yang, J. P. (2021). Adaptive amplifier for a test vehicle moving over bridges: theoretical study. International Journal of Structural Stability and Dynamics, 21(03), 2150042.
[9] Yang, Y. B., Wang, Z. L.*, Shi, K., et al. (2020). Two-axle test vehicle for damage detection for railway tracks modeled as simply supported beams with elastic foundation. Engineering Structures, 219, 110908.
[10] Yang, Y. B., Wang, Z. L., Shi, K. *, Xu, H., & Wu, Y. T. (2020). State-of-the-art of vehicle-based methods for detecting various properties of highway bridges and railway tracks. International Journal of Structural Stability and Dynamics, 20(13), 2041004. （注：导师一作本人二作）
[11] Yang, Y. B., Wang, Z. L.*, Wang, B. Q., & Xu, H. (2020). Track modulus detection by vehicle scanning method. Acta Mechanica, 231, 2955–2978. (IF: 2.645, Q2)
[12] Yang, Y. B., Xiong, F., Wang, Z. L.*, & Xu, H. (2020). Extraction of bridge frequencies inclusive of the higher modes by the ESMD using the contact-point response. International Journal of Structural Stability and Dynamics, 20(04), 2050045.
[13] Yang, Y. B., Wang, B. Q., Wang, Z. L.*, Shi, K., Xu, H., Zhang, B., & Wu, Y. T. (2020). Bridge surface roughness identified from the displacement influence lines of the contact points by two connected vehicles. International Journal of Structural Stability and Dynamics, 20(14), 2043003.
[14] Wang, Z. L.; Xu, Y. L.*; Li, G. Q.; Chen S.W. (2019). Optimization of horizontally curved track in the alignment design of a high-speed maglev line, Structure and Infrastructure Engineering, 16(7): 880-897.
[15] Xu, Y. L., Wang, Z. L., Li, G. Q., Chen S.W., Yang, Y. B.*(2019) High-speed running maglev trains interacting with elastic transitional viaducts, Engineering Structures, 183: 562-578. （注：导师一作本人二作）
[16] Wang, Z. L., Xu, Y. L. *, Li, G. Q., Yang, Y. B., Chen, S. W. (2019). Modelling and validation of coupled high-speed maglev train-and-viaduct systems considering support flexibility. Vehicle System Dynamics, 57(2), 161-191.
[17] Wang, Z. L., Xu, Y. L. *, Li, G. Q., Chen, S.W., & Zhang, X. L. (2018). Dynamic analysis of a coupled system of high-speed maglev train and curved viaduct. International Journal of Structural Stability and Dynamics, 18(11), 1850143.
[18] Li G. Q., Wang Z. L., Chen S.W.*, Xu Y. L. (2016). Field measurements and analyses of environmental vibrations induced by high-speed Maglev. Science of the Total Environment, 568, 1295–1307. （注：导师一作本人二作）
[19] 杨永斌,王志鲁*,史康,徐昊.基于车辆响应的桥梁间接测量与监测研究.中国公路学报,2021,34(04):1-12.
[20] 王志鲁;杨永斌*;姚华;李智.不等支承刚度条件下桥梁—车辆动力耦合解析理论及应用.中国公路学报,2023,36(03):165-176.
三、授权专利
[1] 杨永斌, 王志鲁, 莫向前. 万向传感器固定装置，ZL202010012646.7，发明专利
[2] 杨永斌, 王志鲁, 王保全. 一种桥面粗糙度检测系统，ZL202010639709.1，发明专利
[3] 杨永斌, 王志鲁, 王保全. 一种基于两连接测量车振动信号的桥面粗糙度识别方法，ZL202010639275.5，发明专利
[4] 杨永斌, 王志鲁, 史康, 徐昊. 一种用于桥梁频率信号强化识别的测量车系统，ZL202011273306.6，发明专利
[5] 杨永斌，徐昊，王志鲁，史康. 一种基于测量车振动响应的桥面响应重构方法，ZL202110102800.4 发明专利
[6] 杨永斌, 王志鲁, 莫向前. 万向传感器固定装置及弹簧销轴机构，ZL202020022915.3，实用新型
[7] 杨永斌, 王志鲁, 史康, 徐昊. 应用于监测桥梁健康的车用测量识别信号调节机构，ZL202022626626.7，实用新型
[8] 郑越, 方成, 王志鲁, 等. 一种基于阻尼板的耗能缓冲限位减隔震支座，ZL 2022 2 2713943.1，实用新型

(1) 厦门市科学技术进步一等奖，排名：1/8
(2) 中国公路学会科学技术特等奖，排名：2/25
(3) 詹天佑铁道科学技术奖-青年奖
(4) 《中国公路学报》优秀论文二等奖
(5) 全国车桥耦合振动及其应用研讨会“垒知创新青年学者奖”
(6) 重庆市优秀博士后
(7) 重庆大学土木工程学院优秀共产党员

每年招收博士指标待定
每年招收硕士指标1~3名

邮箱：zhlwang@cqu.edu.cn