规范：

邵长宇，吴定俊，卢永成，杜仲檳，张元凯，李奇等15人，中华人民共和国住房和城乡建设部，城市道路与轨道交通合建桥梁设计规范（CJJ 242-2016） （第6完成人）

专著：

李奇,陈艾荣，车辆-桥梁/轨道系统耦合振动精细分析理论及应用 ，同济大学出版社，2018

 

英文论文：

 [1] Wen J, Li Q, Lu Z. Safety of an express freight train running over a bridge in crosswind[J]. PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT. 2024, 238(1): 89-101.

 [2] Wu F, Cui W, Zhao L, et al. Field Measurements of Wind Microclimate at the Vehicle Level on a Bridge Deck under Typical Canyon Terrain[J]. JOURNAL OF BRIDGE ENGINEERING. 2023, 28(4).

 [3] Lei S, Ge Y, Li Q, et al. Frequency-domain method for non-stationary stochastic vibrations of train-bridge coupled system with time-varying characteristics[J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING. 2023, 183.

 [4] Dai B, Frusque G, Li T, et al. Smart filter aided domain adversarial neural network for fault diagnosis in noisy industrial scenarios[J]. ENGINEERING APPLICATIONS OF ARTIFICIAL INTELLIGENCE. 2023, 126.

 [5] Lu Z, Zhang Q, Fan Q, et al. Studies on dissipative characteristics and equivalent model of particle damper in railway application[J]. JOURNAL OF SOUND AND VIBRATION. 2023, 560.

 [6] Ge Y, Lei S, Li Q. High-Frequency Resonances of Train-Track Coupled System Due to Multiple Wheels Interference[J]. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS. 2023, 23(16N18).

 [7] Dai B, Wu D, Li Q. Investigation of multiple-presence factor for traffic loads on road-rail bridges based on a novel extreme value analysis approach[J]. STRUCTURAL SAFETY. 2022, 96.

 [8] Dai B, Xia Y, Li Q. An extreme value prediction method based on clustering algorithm[J]. RELIABILITY ENGINEERING & SYSTEM SAFETY. 2022, 222.

 [9] Lei S, Ge Y, Li Q, et al. Wave interference in railway track due to multiple wheels[J]. JOURNAL OF SOUND AND VIBRATION. 2022, 520.

[10] Li Q, Dai B, Zhu Z, et al. Comparison of vibration and noise characteristics of urban rail transit bridges with box-girder and U-shaped sections[J]. APPLIED ACOUSTICS. 2022, 186.

[11] Dai B, Frusque G, Li Q, et al. Acceleration-Guided Acoustic Signal Denoising Framework Based on Learnable Wavelet Transform Applied to Slab Track Condition Monitoring[J]. IEEE SENSORS JOURNAL. 2022, 22(24): 24140-24149.

[12] Zhang J, Wu D, Li Q. Investigation on the Maximum Expansion Length of Urban Rail Transit Double-Tower Cable-Stayed Bridges Without Rail Expansion Device[J]. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS. 2021, 21(14).

[13] Li Q, Dai B, Zhu Z, et al. Improved indirect measurement of the dynamic stiffness of a rail fastener and its dependence on load and frequency[J]. CONSTRUCTION AND BUILDING MATERIALS. 2021, 304.

[14] Li Q, Li X, Wu Q. Resonance Analysis of Cantilever Plates Subjected to Moving Forces by a Semi-Analytical Method[J]. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS. 2020, 20(4).

[15] Lei S, Ge Y, Li Q. Effect and its mechanism of spatial coherence of track irregularity on dynamic responses of railway vehicles[J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING. 2020, 145.

[16] Lu Z, Li J, Li Q. Vibration Analysis of Coupled Multilayer Structures with Discrete Connections for Noise Prediction[J]. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS. 2020, 20(4).

[17] Yan Y, Wu D, Li Q. A three-dimensional method for the simulation of temperature fields induced by solar radiation[J]. ADVANCES IN STRUCTURAL ENGINEERING. 2019, 22(3): 567-580.

[18] Song X, Li Q. Reconstruction of low-frequency bridge noise using an inverse modal acoustic transfer vector method[J]. JOURNAL OF LOW FREQUENCY NOISE VIBRATION AND ACTIVE CONTROL. 2019, 38(2): 224-243.

[19] Li Q, Thompson D J. Directivity of sound radiated from baffled rectangular plates and plate strips[J]. APPLIED ACOUSTICS. 2019, 155: 309-324.

[20] Zhang X, Thompson D J, Li Q, et al. A model of a discretely supported railway track based on a 2.5D finite element approach[J]. JOURNAL OF SOUND AND VIBRATION. 2019, 438: 153-174.

[21] Zhang J, Wu D, Li Q, et al. Experimental and numerical investigation of track-bridge interaction for a long-span bridge[J]. STRUCTURAL ENGINEERING AND MECHANICS. 2019, 70(6): 723-735.

[22] Wang L D, Zhu Z H, Bai Y, et al. A fast random method for three-dimensional analysis of train-track-soil dynamic interaction[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. 2018, 115: 252-262.

[23] Zhu Z, Gong W, Wang L, et al. An efficient multi-time-step method for train-track-bridge interaction[J]. COMPUTERS & STRUCTURES. 2018, 196: 36-48.

[24] Song X, Li Q. Numerical and experimental study on noise reduction of concrete LRT bridges[J]. SCIENCE OF THE TOTAL ENVIRONMENT. 2018, 643: 208-224.

[25] Li Q, Wu Q. Vertical Dynamic Responses of the Cantilever Deck of a Long-Span Continuous Bridge and the Coupled Moving Trains[J]. URBAN RAIL TRANSIT. 2018, 4(2): 86-97.

[26] Li Q, Thompson D J, Toward M G R. Estimation of track parameters and wheel-rail combined roughness from rail vibration[J]. PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT. 2018, 232(4): 1149-1167.

[27] Li Q, Thompson D J. Prediction of rail and bridge noise arising from concrete railway viaducts by using a multilayer rail fastener model and a wavenumber domain method[J]. PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT. 2018, 232(5): 1326-1346.

[28] Song X D, Li Q, Wu D J. Study on structure-borne low-frequency noise from rail transit bridges using inverse boundary element method[Z]. 10th International Conference on Structural Dynamics (EURODYN): 2017: 199, 1380-1385.

[29] Song X D, Li Q, Wu D J. Prediction of Rail and Bridge Noise in Near- and Far-Field: A Combined 2.5-Dimensional and Two-Dimensional Method[J]. JOURNAL OF VIBRATION AND ACOUSTICS-TRANSACTIONS OF THE ASME. 2017, 139(1).

[30] Li Q, Li W Q, Wu D J, et al. A combined power flow and infinite element approach to the simulation of medium-frequency noise radiated from bridges and rails[J]. JOURNAL OF SOUND AND VIBRATION. 2016, 365: 134-156.

[31] Li Q, Wang K, Cheng S, et al. Vibration analysis of concrete bridges during a train pass-by using various models[Z]. 13th International Conference on Motion and Vibration Control (MOVIC) / 12th International Conference on Recent Advances in Structural Dynamics (RASD): 2016: 744.

[32] Song X D, Li Q, Wu D J. Investigation of rail noise and bridge noise using a combined 3D dynamic model and 2.5D acoustic model[J]. APPLIED ACOUSTICS. 2016, 109: 5-17.

[33] Song X D, Wu D J, Li Q, et al. Structure-borne low-frequency noise from multi-span bridges: A prediction method and spatial distribution[J]. JOURNAL OF SOUND AND VIBRATION. 2016, 367: 114-128.

[34] Zhang J, Wu D J, Li Q. Loading-history-based track-bridge interaction analysis with experimental fastener resistance[J]. ENGINEERING STRUCTURES. 2015, 83: 62-73.

[35] Chen Z, Zhu S, Xu Y, et al. Damage Detection in Long Suspension Bridges Using Stress Influence Lines[J]. JOURNAL OF BRIDGE ENGINEERING. 2015, 20(3).

[36] Song X D, Wu D J, Li Q. Dynamic Impact Analysis of Double-Tower Cable-Stayed Maglev Bridges Using a Simple Model[J]. JOURNAL OF BRIDGE ENGINEERING. 2014, 19(1): 34-43.

[37] Li Q, Song X, Wu D. A 2.5-dimensional method for the prediction of structure-borne low-frequency noise from concrete rail transit bridges[J]. JOURNAL OF THE ACOUSTICAL SOCIETY OF AMERICA. 2014, 135(5): 2718-2726.

[38] Li Q, Wu D J. Test and evaluation of high frequency vibration of a U-shaped girder under moving trains[Z]. 9th International Conference on Structural Dynamics (EURODYN): 20141119-1124.

[39] Li Q, Wu D J. Analysis of the dominant vibration frequencies of rail bridges for structure-borne noise using a power flow method[J]. JOURNAL OF SOUND AND VIBRATION. 2013, 332(18): 4153-4163.

[40] Chen Z, Li Q. Dynamic Stress Analysis of Coupled Vehicle-Suspension Bridge System in Cross Wind[Z]. 3rd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2013): 2013: 353-356, 3328.

[41] Zhu S, Chen Z W, Xu Y L, et al. Influence Line-Based Damage Detection Technique for Long-Span Bridges[Z]. 9th International Workshop on Structural Health Monitoring (IWSHM): 20131686.

[42] Li Q, Xu Y L, Wu D J. Concrete bridge-borne low-frequency noise simulation based on train-track-bridge dynamic interaction[J]. JOURNAL OF SOUND AND VIBRATION. 2012, 331(10): 2457-2470.

[43] Chen Z W, Zhu S, Xu Y L, et al. Damage detection for local components of long suspension bridges using influence lines[Z]. 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS): 2012737-744.

[44] Han J, Wu D, Li Q. Vibration and Bridge-borne Noise from Urban Rail Transit Trough Beam[Z]. International Conference on Civil Engineering and Building Materials (CEBM): 2011: 255-260, 1806-1809.

[45] Li Q, Wu D. Simulation and field test for local acceleration of an U-shaped Girder[Z]. 1st International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2011): 2011: 250-253, 2016-2023.

[46] Deng J, Wu D, Li Q. Study on Impact Factors of Simple-Supported Urban Rail Transit Bridges[Z]. 8th International Conference on Structural Dynamics (EURODYN): 20111156-1163.

[47] Wu L, Wu D, Li Q. Vehicle-Bridge Dynamic Behavior of a Thin-walled Trough Girder Bridge for Urban Rail Transit[Z]. 8th International Conference on Structural Dynamics (EURODYN): 20111251-1255.

[48] Song Y, Wu D, Li Q. Research of Vehicle-curved Bridge Coupled Vibration on Small Radius and Reverse Curve[Z]. 5th International Symposium on Environmental Vibration (ISEV2011): 2011440-445.

[49] Li Q, Wu D, Han J. Sound Induced by Local Vibration of Railway Bridge[Z]. 5th International Symposium on Environmental Vibration (ISEV2011): 2011503-509.

[50] Chen Z W, Xu Y L, Li Q, et al. Dynamic Stress Analysis of Long Suspension Bridges under Wind, Railway, and Highway Loadings[J]. JOURNAL OF BRIDGE ENGINEERING. 2011, 16(3): 383-391.

[51] Chen Z W, Xu Y L, Xia Y, et al. Fatigue analysis of long-span suspension bridges under multiple loading: Case study[J]. ENGINEERING STRUCTURES. 2011, 33(12): 3246-3256.

[52] Xu Y L, Zheng Y, Li Q, et al. SHM-Based Bridge Rating System for Long-Span Cable-Supported Bridge[Z]. 14th Asia Pacific Vibration Conference (APVC) on Dynamics for Sustainable Engineering: 2011163-172.

[53] Li Q, Xu Y L, Wu D J, et al. Computer-aided Nonlinear Vehicle-bridge Interaction Analysis[J]. JOURNAL OF VIBRATION AND CONTROL. 2010, 16(12): 1791-1816.

[54] Xu Y L, Li Q, Wu D J, et al. Stress and acceleration analysis of coupled vehicle and long-span bridge systems using the mode superposition method[J]. ENGINEERING STRUCTURES. 2010, 32(5): 1356-1368.

[55] Xu Y L, Li Q, Zheng Y, et al. ESTABLISHMENT OF BRIDGE RATING SYSTEM FOR TSING MA BRIDGE[Z]. International Symposium on Life-Cycle Performance of Bridges and Structures: 2010223-232.

[56] Jian F L, Li Q, Wu D J, et al. HUMAN-INDUCED VIBRATION ANALYSIS OF PEDESTRIAN SUSPENSION CORRIDOR IN SHANGHAI HONGQIAO STATION[Z]. 4th International Symposium on Environment Vibrations - Prediction, Monitoring, Mitigation and Evaluation: 2009562-567.

[57] Wu D J, Li Q, Shao C Y. FEASIBILITY OF ARRANGING RAILWAY TRAFFIC ON CANTILEVER PLATE IN VIEW OF VEHICLE-BRIDGE INTERACTION[Z]. 4th International Symposium on Environment Vibrations - Prediction, Monitoring, Mitigation and Evaluation: 2009988-993.

中文论文：

 [1] 李奇，吕超，李黎. 悬挂胶轮列车与钢桥的振动试验及仿真研究[J]. 都市快轨交通. 2024(01vo 37).

 [2] 李奇，揭崇清，石龙，等. 基于桥梁响应的高速铁路简支梁离心力折减方法[J]. 铁道建筑. 2024(01vo 64).

 [3] 雷思勉，葛耀君，李奇. 考虑时变特性的车-桥耦合系统非平稳振动频域方法研究[J]. 铁道科学与工程学报. 2024.

 [4] 李奇，戴宝锐，杨飞，等. 轨道平顺性检测方法现状及发展综述[J]. 铁道学报. 2024.

 [5] 王富昶，李奇，禚一. 高速铁路32m简支箱梁整体性能对比与改进研究[J]. 工业建筑. 2023(S2vo 53).

 [6] 李奇，王蒙一. 公轨双层高架中道路桥梁形式对轨道噪声分布影响研究[J]. 都市快轨交通. 2023(05vo 36).

 [7] 李奇，戴宝锐，李兴. 基于模拟声辐射信号的桥上板式轨道脱空状态智能感知方法[J]. 同济大学学报(自然科学版). 2023vo 51).

 [8] 贺建帅，李奇，王君杰. 基于梁端残余变位的高铁列车震后行车安全评价方法[J]. 地震工程与工程振动. 2023(01vo 43).

 [9] 张宇轩，李奇，吴阅，等. 车载振动观测方案对轨道不平顺识别效果影响研究[J]. 铁道科学与工程学报. 2023(08vo 20).

[10] 贺建帅，李奇，王君杰. 高铁桥梁震时行车安全性评价的梁端变位限值研究[J]. 铁道科学与工程学报. 2023(05vo 20).

[11] 韩江龙，李奇，顾民杰. 双层高架对轨道交通噪声空间分布的影响研究[J]. 振动工程学报. 2022, 35(01): 188-195.

[12] 李奇，宋清源，郑越，等. 高性能湿接装配式长型浮置板抗弯性能研究[J]. 铁道工程学报. 2022(09vo 39).

[13] 朱志辉，王凡，罗思慧，等. 随机轮轨力作用下基于2.5维离散支撑模型的轨道垂向振动分析[J]. 铁道学报. 2021, 43(06): 104-111.

[14] 李奇，李兴，吴迪，等. 高性能湿接装配式长型浮置板静动力性能研究[J]. 铁道工程学报. 2021, 38(01): 32-36.

[15] 黄继成，李奇. 城市轨道交通声环境预测方法对比研究[J]. 噪声与振动控制. 2020, 40(03): 175-180.

[16] 李奇，吴阅，吴琪. 考虑轨道静态变位的简支梁竖向刚度限值研究[J]. 铁道工程学报. 2020, 37(03): 34-39.

[17] 颜轶航，吴定俊，李奇. 基于梁轨相互作用的铁路桥梁徐变上拱限值[J]. 同济大学学报(自然科学版). 2019, 47(12): 1712-1719.

[18] 吴亮秦，吴定俊，李奇. 大跨度公轨两用斜拉桥梁端轨道结构适应性研究[J]. 铁道学报. 2019, 41(11): 108-115.

[19] 韩江龙，吴定俊，李奇. 城市轨道交通连续梁和简支梁的结构噪声特性比较[J]. 振动与冲击. 2019, 38(11): 258-263.

[20] 宋晓东，李奇. 轨道交通混凝土U梁减振降噪措施数值分析[J]. 东南大学学报(自然科学版). 2019, 49(03): 460-466.

[21] 吴定俊，陈锐，李奇. 多荷载作用下上海长江大桥列车走行性[J]. 长安大学学报(自然科学版). 2019, 39(03): 65-73.

[22] 颜轶航，吴定俊，李奇. 列车制动下铁路斜拉桥梁轨动力相互作用研究[J]. 中国铁道科学. 2019, 40(01): 31-38.

[23] 顾民杰，励吾千，李奇. 桥梁截面形式对轨道交通高架噪声的影响[J]. 西南交通大学学报. 2019, 54(04): 715-723.

[24] 韩江龙，吴定俊，李奇. 城市轨道交通槽型梁和箱梁低频声学性能比较与机理分析[J]. 振动工程学报. 2018, 31(04): 636-643.

[25] 宋晓东，石宇，李奇. 基于频域和时域振动模型的轨道交通桥梁噪声预测对比分析[J]. 振动工程学报. 2018, 31(03): 427-433.

[26] 戴宝锐，吴定俊，李奇，等. 跨坐式单轨列车通过公轨合建斜拉桥时的乘坐舒适性研究[J]. 城市轨道交通研究. 2018, 21(04): 88-93.

[27] 宋晓东，李奇，吴定俊. 轨道交通混凝土桥梁中低频噪声预测方法[J]. 铁道学报. 2018, 40(03): 126-131.

[28] 张杉，李奇. 非协调元刚度矩阵研究[C]. 中国湖南长沙: 2017.

[29] 宋晓东，李奇，吴定俊. 一种轨道交通高架线路噪声衰减规律的预测方法[J]. 东南大学学报(自然科学版). 2017, 47(05): 1055-1061.

[30] 宋郁民，吴定俊，李奇. 小半径反向曲线桥梁车致振动试验研究[J]. 铁道学报. 2017, 39(09): 126-133.

[31] 宋晓东，李奇，吴定俊. 多跨简支梁桥低频噪声预测及空间分布研究[J]. 工程力学. 2017, 34(03): 22-28.

[32] 杨昌荣，吴定俊，李奇. 混凝土U形梁与箱形梁日照温度场及温度效应对比分析[J]. 上海公路. 2016(04): 47-50.

[33] 沈哲亮，吴定俊，戴宝锐，等. 单轨与道路交通两用斜拉桥冲击系数研究[J]. 上海公路. 2016(04): 51-56.

[34] 李奇，程石利，励吾千，等. 车轨桥中高频耦合振动分析的功率流方法及模型[J]. 工程力学. 2016, 33(12): 112-118.

[35] 石龙，吴定俊，李奇. 考虑加载历程和梁轨相互作用的桥上轨道受力分析[J]. 铁道学报. 2016, 38(02): 105-111.

[36] 张文清，李奇，郭信，等. 一种自融雪沥青路面材料的制备及其综合性能试验研究[J]. 上海公路. 2015(04): 68-72.

[37] 宋晓东，吴定俊，李奇. 基于无限元的2.5维方法预测轨道交通混凝土桥梁低频噪声[J]. 振动工程学报. 2015, 28(06): 929-936.

[38] 吴定俊，石龙，李奇. 梁轨纵向位移阻力系数双弹簧模型研究[J]. 工程力学. 2015, 32(10): 75-81.

[39] 季伟强，吴定俊，李奇. 混凝土箱梁桥日照温度场有限元分析与辐射换热系数研究[J]. 结构工程师. 2015, 31(02): 138-144.

[40] 吴定俊，张吉，陈锦波，等. 基础-墩-梁组合体系自振特性变化规律分析[J]. 土木工程学报. 2015, 48(04): 65-71.

[41] 武文平，吴定俊，李奇. 梁端扣件布置对轨道及列车受力特性的影响[J]. 结构工程师. 2014, 30(01): 82-85.

[42] 宋郁民，吴定俊，李奇. 列车-曲线桥梁系统耦合振动分析[J]. 沈阳工业大学学报. 2014, 36(01): 86-92.

[43] 周倩茹，吴定俊，李奇. 预应力薄壁箱梁受弯剪力滞效应分析[J]. 石家庄铁道大学学报(自然科学版). 2013, 26(04): 20-26.

[44] 李奇，吴定俊. 轨道交通桥梁课程教学方法探讨[J]. 高等建筑教育. 2013, 22(06): 83-85.

[45] 宋郁民，吴定俊，李奇. 小半径曲线上长大桥梁车桥耦合振动分析[J]. 力学季刊. 2013, 34(02): 240-245.

[46] 刘传平，张志彬，李奇，等. 现浇混凝土梁板+钢格构柱组合式新型铁路便桥设计研究[J]. 工程力学. 2013, 30(S1): 34-38.

[47] 邓建良，吴定俊，李奇. 移动均布荷载作用下简支梁桥动力系数分析[J]. 工程力学. 2013, 30(05): 56-62.

[48] 张宝安，陆正刚，李奇. 重载货车转向架非线性干摩擦力等效线性化及在车桥耦合中的应用[J]. 中国铁道科学. 2013, 34(03): 66-71.

[49] 宋晓东，吴定俊，李奇. 移动均布荷载作用下弹性支撑简支梁动力系数变化规律研究[J]. 工程力学. 2013, 30(04): 281-287.

[50] 李奇，吴定俊. 混凝土桥梁低频结构噪声数值模拟与现场实测[J]. 铁道学报. 2013, 35(03): 89-94.

[51] 周仁相，吴定俊，李奇. 大跨度系杆拱桥一阶面内振型对称性判别条件研究[J]. 结构工程师. 2013, 29(01): 100-104.

[52] 韩江龙，吴定俊，李奇. 城市轨道交通槽型梁结构噪声计算与分析[J]. 工程力学. 2013, 30(02): 190-195.

[53] 邓建良，吴定俊，李奇. 简支梁桥动力系数的移动荷载列分析[J]. 工程力学. 2012, 29(10): 177-179.

[54] 韩江龙，吴定俊，李奇. 板厚和加肋对槽型梁结构噪声的影响[J]. 振动工程学报. 2012, 25(05): 589-594.

[55] 吕佳，吴定俊，李奇. 简支梁桥位移与内力动力系数差异研究[J]. 结构工程师. 2012, 28(04): 78-83.

[56] 侯永姣，吴定俊，李奇. 车桥耦合振动分析中基于虚拟力的车辆建模方法[J]. 结构工程师. 2012, 28(03): 55-59.

[57] 宋郁民，吴定俊，李奇. 圆弧曲梁振动微分方程推导及振动特性分析[J]. 沈阳建筑大学学报(自然科学版). 2012, 28(03): 400-404.

[58] 张明，吴定俊，李奇，等. 昼夜温差大地区承台水化热温度场实测与模拟[J]. 结构工程师. 2012, 28(02): 53-57.

[59] 傅海堂，吴定俊，李奇. 铁路钢筋混凝土低高度梁刚度加固分析[J]. 结构工程师. 2012, 28(02): 149-153.

[60] 吴亮秦，吴定俊，李奇. 城市轨道交通桥梁列车制动力试验研究[J]. 铁道学报. 2012, 34(03): 88-93.

[61] 韩江龙，吴定俊，李奇. 城市轨道交通高架结构噪声研究的进展[J]. 城市轨道交通研究. 2012, 15(03): 109-112.

[62] 宋晓东，吴定俊，李奇. 考虑翘曲的轨道交通新型U形梁应力分析[J]. 结构工程师. 2011, 27(05): 68-72.

[63] 吴亮秦，吴定俊，李奇. 城市轨道交通薄壁槽形梁车桥动力特性试验研究[J]. 中国铁道科学. 2011, 32(04): 31-37.

[64] 李奇，吴定俊，邵长宇. 考虑车体柔性的车桥耦合系统建模与分析方法[J]. 振动工程学报. 2011, 24(01): 41-47.

[65] 李奇，吴定俊，邵长宇. 箱梁悬臂板局部振动特性及其对列车走行性影响[J]. 中国铁道科学. 2011, 32(01): 48-54.

[66] 吴亮秦，吴定俊，李奇. 城市轨道交通U型梁车桥动力响应分析[J]. 铁道科学与工程学报. 2010, 7(06): 6-11.

[67] 邓建良，李奇，吴定俊. 时速140km城市轨道交通简支梁桥竖向刚度限值研究[J]. 铁道标准设计. 2010(10): 47-50.

[68] 简方梁，吴定俊，李奇. 上海虹桥车站人行走廊人致振动分析[J]. 振动与冲击. 2010, 29(08): 136-140.

[69] 李奇，吴定俊，邵长宇. 上海长江大桥主桥竖向容许刚度研究[J]. 世界桥梁. 2009(S1): 82-86.

[70] 李奇，吴定俊. 列车—桥梁相互动力作用下轮对横向运动规律[J]. 中国铁道科学. 2008(04): 70-75.

[71] 吴定俊，李奇，陈艾荣. 车桥耦合振动迭代求解数值稳定性问题[J]. 力学季刊. 2007(03): 405-411.

[72] 李奇，吴定俊，李俊. 混编货车通过中小跨度桥梁时车桥振动分析[J]. 同济大学学报(自然科学版). 2007(02): 171-175.

[73] 李奇，吴勇，吴定俊. 强风作用下列车过桥安全性评定标准探讨[J]. 铁道标准设计. 2007(01): 43-46.

[74] 吴定俊，李奇，高丕勤. 轨道不平顺速度项对车桥动力响应的影响分析[J]. 同济大学学报(自然科学版). 2006(04): 494-498.

[75] 周建民，吴定俊，李奇，等. 墩梁体系自振特性变化规律能量法分析[J]. 土木工程学报. 2006(01): 60-64.