韦凯

研究员

博士生导师 硕士生导师

学历:博士研究生毕业

学位:工学博士学位

毕业院校:同济大学

所在单位:土木工程学院

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论文成果

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近期代表论文

Author links open overlay panelWang Li, Ping Wang, Kai Wei(Corresponding Author), Rolf Dollevoet, Zili Li. Ground vibration induced by high speed trains on an embankment with pile-board foundation: Modelling and validation with in situ tests[J]. Transportation Geotechnics,2022,39.DOI: 10.1016/j.trgeo.2022.100734(SCI检索期刊, IF: 4.938)

Author links open overlay panel

[1] Fan Yang, Pan Zhang, Yuan Wang, Kai Wei(Corresponding Author), Liwei Dong, Ping Wang. Refined nonlinear fractional derivative model of vehicle-track coupling dynamics[J]. International Journal of Non-linear Mechanics, 2023, 154. DOI: 10.1016/j.ijnonlinmec.2023.104444(SCI检索期刊, IF: 3.336)

[2] Meng Xie, Kai Wei(Corresponding Author), Juanjuan Ren, Ping Wang. Theoretical and experimental studies on the natural frequencies of fastener clips[J]. Nonlinear Dynamics, 2022. Accepted for publication(SCI检索期刊, IF: 5.741)

[3] Author links open overlay panelWang Li, Ping WangKai Wei(Corresponding Author), Rolf Dollevoet, Zili Li. Ground vibration induced by high speed trains on an embankment with pile-board foundation: Modelling and validation with in situ tests[J]. Transportation Geotechnics, 2022, 39. DOI: 10.1016/j.trgeo.2022.100734(SCI检索期刊, IF: 4.938)

[4] Yinling Dou, Ping Wang, Wenhao Ding, Shaohua Wang, Kai Wei(Corresponding Author). Effect of viscoelastic-plastic dynamic properties of rail pads on curved rail dynamic characteristics based on the modified SEM–SM hybrid method[J]. Vehicle System Dynamics, 2022, 4. DOI: 10.1080/00423114.2022. 2057864(SCI检索期刊, IF: 3.749)

[5] Wenhao Ding, Kai Wei(Corresponding Author), Zeming Zhao, Fang Cheng, Ping Wang. A reliability analysis method of dynamic irregularity for track-viaduct system with low stiffness[J]. Mechanical Systems Signal Processing, 2022, 167. DOI: 10.1016/J.YMSSP.2021.108518 (SCI检索期刊, IF: 6.823)

[6] Ping Wang, Yinling Dou, Shaohua Wang, Feng Wang, Kai Wei (Corresponding Author). Influence of the temperature- and frequency-dependent dynamic properties of rail pads on the vibration characteristics of rails at low temperature [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2021, 235(2): 179-190.DOI: 10.1177/0954409720913767(SCI检索期刊, IF: 1.870)

[7] Zeming Zhao, Kai Wei(Corresponding Author), Wenhao Ding, Wei Du, Huailong Li. UM-SIMULINK Co-simulation for the vibration reduction optimization of a magnetorheological damping steel-spring floating slab track [J]. Construction and Building Materials2021307. DOI: 10.1016/j.conbuildmat.2021.124923 SCI检索期刊, IF: 6.141

[8] Zeming Zhao, Kai Wei(Corresponding Author), Fang Cheng, Huailong Li, Ping Wang. A theoretical vibration-reduction effect analysis of the floating slab track supported by nonlinear variable stiffness isolators and semi-active magneto-rheological dampers [J]. Structural Control & Health Monitoring,2021,28(11). DOI: 10.1002/stc.2829 SCI检索期刊, IF: 4.819

[9] Fang Cheng, Kai Wei(Corresponding Author), Zeming Zhao, Wenhao Ding, Ping Wang.Track dynamic geometry state prediction for straight/curved low-stiffness urban rail  transit viaduct lines based on virtual track inspection method[J]. Vehicle System Dynamics2021. 录用SCI检索期刊, IF: 4.665

[10] Shijie Deng, Juanjuan Ren, Kai Wei(Corresponding Author), Wenlong Ye, Wei Du, Kaiyao Zhang. Fatigue damage evolution analysis of the CA mortar of ballastless tracks via damage mechanics-finite element full-couple method [J]. Construction and Building Materials, 2021, 295. DOI: 10.1016/j.conbuildmat.2021.123679 SCI检索期刊, IF: 6.141

[11] Zeming Zhao, Kai Wei(Corresponding Author), Wenhao Ding, Fang Cheng, Ping Wang. Evaluation method of the vibration reduction effect considering the real load- and frequency-dependent stiffness of slab-track mats[J]. Materials202114(2). DOI: 10.3390/ma14020452.SCI检索期刊, IF: 3.623

[12] Zeming Zhao, Kai Wei(Corresponding Author), Juanjuan RenGaofeng Xu, Xianggang Du, Ping Wang. Vibration response analysis of the floating slab track supported by nonlinear quasi-zero-stiffness vibration isolators[J]. Journal of Zhejiang University-SCIENCE A, 2021, 22(1): 37-52. SCI检索期刊, IF: 2.263

[13] Ping Wang, Yinling Dou, Shaohua Wang, Feng Wang, Kai Wei (Corresponding Author). Influence of the temperature- and frequency-dependent dynamic properties of rail pads on the vibration characteristics of rails at low temperature [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit2020, 235(2): 179-190. DOI: 10.1177/0954409720913767.(SCI检索期刊, IF: 2.359)

[14] Kai Wei, Zeming Zhao, Juanjuan Ren, Lingchang Ou, Ping Wang. High-speed vehicle-slab track coupled vibration analysis of the viscoelastic-plastic dynamic properties of rail pads under different preloads and temperatures [J]. Vehicle System Dynamics2021, 59(2): 171-202. DOI: 10.1080/00423114.2019.1673444.SCI检索期刊, IF: 4.665

[15] Fan Yang, Ping Wang, Kai Wei (Corresponding Author). Investigation on nonlinear and fractional derivative Zener model of coupled vehicle-track system [J]. Vehicle System Dynamics2020, 58(6): 864-889. DOI: 10.1080/00423114.2019.1602273.SCI检索期刊, IF: 4.665

[16] Kai Wei, Zeming Zhao, Xianggang Du, Huailong Li, Ping Wang. A theoretical study on train-induced vibrations of semi-active magneto-rheological steel-spring floating slab track [J]. Construction and Building Materials, 2019204: 703-715.SCI检索期刊, IF: 6.141

[17] Juanjuan Ren, Shijie Deng, Kai Wei (Corresponding Author). Title: Influence of Cement Asphalt Mortar Debonding on the Damage Distribution and Mechanical Responses of CRTS I Prefabricated Slab [J]. Construction and Building Materials2019, 230.SCI检索期刊, IF: 6.141

[18] Juanjuan Ren, Shijie Deng, Kai Wei (Corresponding Author). Mechanical property deterioration of the prefabricated concrete slab in mixed passenger and freight railway tracks [J]. Construction and Building Materials2019208: 622-637.SCI检索期刊, IF: 6.141

[19] Pengfei Liu, Kai Wei, Kaiyun Wang, Quanbao Feng. Testing of modified primary stiffness for heavy-haul locomotive operating on sharp-radius curves [J]. Proceedings of the Institution of Mechanical Engineers, Part K: Journal of Multibody Dynamics2019, 233(3): 531-548.SCI检索期刊, IF: 1.713

[20] Kai Wei, Yinling Dou, Feng Wang, Ping Wang, Zhe Luo. High-frequency random vibration analysis of a high-speed vehicle-track system with the frequency-dependent dynamic properties of rail pads using a hybrid SEM-SM method [J]. Vehicle System Dynamics201856(12): 1838-1863.SCI检索期刊, IF: 4.665

[21] Ping Wang, Jinhui Xu, Li Wang, Kai Wei. Calculation model of the vehicle-CRTS II ballastless track coupling system with symplectic method for high-speed railway [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit2018232(4): 959-969.SCI检索期刊, IF: 2.359

[22] Zhaowei Chen, Zhaoling Han, Hui Fang, Kai Wei. Seismic vibration control for bridges with high-piers in Sichuan-Tibet Railway [J]. Structural Engineering and Mechanics, 2018, 66(6): 749-759.SCI检索期刊, IF: 3.524

[23] Kai Wei, Qilu Yang, Yinling Dou, Feng Wang, Ping Wang (Corresponding Author). Experimental investigation into temperature- and frequency-dependent dynamic properties of high-speed rail pads [J]. Construction and Building Materials2017151: 848-858.SCI检索期刊, IF: 6.141

[24] Kai Wei, Feng Wang, Ping Wang, Zi-xuan Liu, Pan Zhang. Effect of temperature- and frequency-dependent dynamic properties of rail pads on high-speed vehicle-track coupled vibrations [J]. Vehicle System Dynamics201755(3): 351-370.SCI检索期刊, IF: 4.665

[25] Kai Wei, Zi-xuan Liu, Ying-chun Liang, Ping Wang (Corresponding Author). An investigation into the effect of temperature-dependent stiffness of rail pads on vehicle-track coupled vibrations [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit2017231(4): 444-454.SCI检索期刊, IF: 2.359

[26] Junhua Xiao, De Zhang, Kai Wei, Zhe Luo. Shakedown behaviors of railway ballast under cyclic loading [J]. Construction and Building Materials, 2017155: 1206-1214.SCI检索期刊, IF: 6.141

[27] Ping Wang, Fan Yang, Kai Wei (Corresponding Author). Stationary random vibration analysis of vehicle-track coupled system with nonlinear test parameters of railpads [J]. Journal of Vibroengineering, 201719(4): 2931-2946.SCI检索期刊, IF: 0.398

[28] Kai Wei, Ping Wang(Corresponding Author), Fan Yang, Junhua Xiao. The effect of the frequency-dependent stiffness of rail pad on environment vibrations induced by subway train running in tunnel [J]. Proceedings of the Institution of Mechanical Engineers,Part F: Journal of Rail and Rapid Transit,2016,230(3): 697-708.SCI检索期刊, IF: 2.359

[29] Ping Wang, Kai WeiCorresponding Author, Li Wang, Junhua Xiao. Experimental study of the frequency-domain characteristics of ground vibrations caused by high-speed train running on a non-ballasted track [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2016230(4): 1131-1144.SCI检索期刊, IF: 2.359

[30] Kai Wei, Pan Zhang, Ping Wang (Corresponding Author), Junhua Xiao, Zhe Luo. The influence of the amplitude- and frequency-dependent stiffness of rail pads on random vibration of a vehicle-track coupled system [J]. Shock and Vibration2016DOI: 10.1155/2016/7674124.SCI检索期刊, IF: 1.543

[31] Ping Wang, Kai Wei (Corresponding Author),Yingchun Liang,Feng Wang. Experimental investigation of the vibration-attenuating effect of rail suspension fasteners on environment vibration induced by subway [J]. Journal of Vibroengineering201618(6): 3956-3969.SCI检索期刊, IF: 0.398

[32] Kai Wei, Ping Wang, Fan Yang,Junhua Xiao.The influence of frequency-dependent dynamic parameters of rail pad on environment vibration induced by subways in a tunnel [J]. Transportation Research Record, 20152476:8-14.SCI检索期刊, IF: 1.56

[33] Wanming Zhai, Kai Wei, Xiaolin Song, Minghe Shao.Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track [J]. Soil Dynamics and Earthquake Engineering, 201572: 24-36.SCI检索期刊, IF: 3.718

[34] Junhua Xiao, C. Hsein Juang, Kai Wei, Shiqin Xu. Effects of principal stress rotation on the cumulative deformation of normally consolidated soft clay under subway traffic loading [J]. Journal of Geotechnical and Geoenvironmental Engineering2014140(4): 1-9.SCI检索期刊, IF: 4.012

[35] Juanhua Xiao, Siqi Sun, Xiao Zhang, De Zhang, Kai Wei, Yanhai Wang. Author links open overlay panel Macro and meso dynamic response of granular materials in ballastless track subgrade for high-speed railway[J]. International Journal of Transportation Science and Technology, 2020, https://doi.org/10.1016/j.ijtst.2020.09.001EI检索期刊)

[36] 谢朝川,韦凯,王显等.DZ III型扣件系统组装横向刚度测试与仿真[J/OL].铁道标准设计: 1-9[2023-12-25].(中文核心期刊

[37] 连逢逾,王显,韦凯.扣件垫板材质对钢轨空间动力响应影响的实测分析[J].铁道建筑, 2023,63(10):31-36.(中文核心期刊

[38] 张校恺,韦凯,王显.高铁扣件弹性元件宽频动静刚度比表征与设计[J].铁道标准设计, 2023, 1-8.(中文核心期刊

[39] 肖读杰,韦凯,牛文强,王博,周炯浩.道岔区敷设橡胶弹簧浮置板轨道的动力仿真[J].铁道标准设计, 2023, 1-9.(中文核心期刊

[40] 李佳明,韦凯,张校恺,王显.基于分数阶Zener模型的高速铁路扣件动静刚度比限值研究[J].铁道科学与工程学报, 2023, 1-10.EI检索期刊)

[41] 肖读杰,韦凯,王显,牛文强,王博,周炯浩.考虑高分子材料频变特性的钢轨吸振器设计评价方法[J].铁道科学与工程学报, 2023, 1-10.EI检索期刊)

[42] 谢梦,韩义涛,吴浩等.大坡道米轨扣件系统线路稳定性分析[J].铁道标准设计,2022,66(04):62-67+73.(中文核心期刊

[43] 韦凯,蔡元辉,谢梦,尤睿,王平.米轨轨枕不同部位横向阻力分担比的数值模拟[J]. 铁道工程学报, 2022, 39(11): 38-42+93.EI检索期刊)

[44] 郭恭兵,韦凯,谢朝川,肖读杰,王显,张鹏.DZⅢ型扣件铁垫板上横向力传递规律及影响因素分析[J].铁道科学与工程学报, 2022, 1-9.EI检索期刊)

[45] 豆银玲,韦凯,郭恭兵,王绍华,王平.考虑梁弯扭耦合对钢轨横向振动特性的影响[J].西南交通大学学报, 2022, 1-8.EI检索期刊

[46] 吴浩,韦凯,王显,李昕,王平.地铁曲线波磨段e型弹条大圆弧共振断裂因素研究[J].铁道科学与工程学报2022, 19(07): 1-11.EI检索期刊

[47] 骆婷,韦凯,王显,马宏辉,王平.大跨桥上减振轨道过渡段动力特性分析[J].铁道科学与工程学报2022, 19(05): 1196-1205.EI检索期刊

[48] 韦凯,成芳,赵泽明,彭操宇,王显.减振垫浮置板轨道减振效果评价方法研究[J].铁道科学与工程学报2022, 19(03): 656-664.EI检索期刊

[49] 吴浩,韦凯,郭恭兵,薄栋乾,王平.地铁扣件e型弹条受载特征分析[J]. 铁道科学与工程学报2022, 19(03): 665-673.EI检索期刊

[50] 赵春长,韦凯,蔡元辉,尤睿,王平.米轨钢枕轨道不同坡度的道床阻力分析[J].铁道标准设计2022, 1-7.(中文核心期刊

[51] 蔡元辉,张沐然,韩义涛,熊维,韦凯.米轨混凝土轨枕与钢枕道床阻力研究[J].铁道建筑2022, 62(02): 65-68.(中文核心期刊

[52] 郭骁,孙井林,韦凯,赵泽明.城际铁路浮置板轨道隔振垫刚度取值研究[J].铁道勘察2022, 48(02): 71-77.

[53] 李建森,高帆,韦凯.市域铁路梯形轨枕减振垫刚度合理取值研究[J].铁道勘察2022, 48(02): 87-93.

[54] 韦凯,王显,丁文灏,骆婷,赵泽明.弹性分开式扣件板下组合刚度理论设计方法[J]. 西南交通大学学, 2022, 57(05): 1000-1007.EI检索期刊

[55] 薄栋乾,韦凯,宋卓西,郭恭兵,王显.45t轴重重载铁路扣件系统刚度分析[J].铁道标准设计, 2022, 66(10): 58-63.(中文核心期刊)

[56] 韦凯,赵泽明,王显,丁文灏,程亦龙,丁德云.浮置板轨道减振垫刚度测试与评价研究[J].西南交通大学学报,2022, 57(04): 848-854+925.(EI检索期刊)

[57] 张沐然,韦凯,李昕.长大坡度地段有砟轨道道床阻力分布及影响研究[J].路基工程,2021(04):73-76.(中文核心期刊)

[58] 韩义涛,尤睿,李粮余,韦凯.米轨铁路钢枕有砟道床横向阻力试验与仿真[J]. 铁道工程学报, 2021, 38(02): 58-62+97.EI检索期刊

[59] 韦凯,赵泽明,王显,江万红,王平.弹性分开式扣件板下组合静刚度设计影响因素分析[J]. 铁道学报, 2021, 43(06): 121-127.EI检索期刊

[60] 杨明辉,李昕,马宏辉,韦凯,王平.地铁易维修板式无砟轨道填充层材料工作性能研究[J].路基工程2021(05): 136-142.(中文核心期刊

[61] 江万红,王显,韦凯,王平.基于轮轨动力响应的地铁波磨地段钢轨打磨限值研究[J]. 路基工程, 2021, 61(05): 139-143.(中文核心期刊)

[62] 韦凯,尤睿,马宏辉,韩义涛,王平.米轨混凝土枕道床横向阻力离散元数值模拟[J]. 铁道工程学报, 2020, 37(5): 7-11.EI检索期刊)

[63] 任娟娟,李家乐,韦凯,邓世杰,王吉,徐家铎.板式无砟轨道锚穴部位损伤分布研究[J]. 铁道学报, 2020, 42(12): 113-119.EI检索期刊

[64] 胡宏力,韦凯,王绍华,谢梦,周华龙.地铁扣件轨下调高对T型螺栓的影响分析[J].铁道建筑, 2020, 60(07): 132-135.(中文核心期刊

[65] 韦凯,王丰,杨麒陆,王平.钢轨扣件弹性垫板的宽频动力性能及其理论表征[J]. 铁道学报2019, 41(2): 130-136.EI检索期刊

[66] 韦凯,王绍华,豆银玲,欧灵畅.地铁波磨下胶垫频变对轮轨高频响应的影响[J]. 铁道工程学报, 2019, 246(3): 84-90.EI检索期刊

[67] 韦凯,牛澎波,赵泽明,李怀龙,杜香刚.改进bang-bang控制的磁流变阻尼钢弹簧浮置板轨道基频减振效果研究[J]. 中南大学学报(自然科学版)2019, 50(07): 1750-1758.EI检索期刊)

[68] 王绍华,韦凯,欧灵畅等.扣件胶垫频变动力性能对钢轨垂向振动特性影响分析[J]. 铁道科学与工程学报, 2019, 16(04): 892-899.EI检索期刊)

[69] 韦凯,王丰,牛澎波,王绍华,王平.钢轨扣件弹性垫板的动态黏弹塑性力学试验及理论表征研究[J]. 铁道学报, 2018, 40(20): 115-122.EI检索期刊

[70] 韦凯,赵泽明,欧灵畅,姚力.WJ-8型扣件弹性垫板低温动力性能及其影响研究[J]. 铁道工程学报, 2018234(3): 31-37.EI检索期刊

[71] 韦凯,王丰,赵泽明,胡小刚,江万红.弹性分开式扣件弹性垫板静刚度测试及评价方法研究[J]. 铁道工程学报2018242(11): 32-36,86.EI检索期刊)

[72] 韦凯,豆银玲,赵东锋,王平,杜香刚.磁流变阻尼半主动隔振的钢弹簧浮置板轨道动力响应分析[J]. 中南大学学报(自然科学版),201849(6): 1566-1572.EI检索期刊)

[73] 杨文波,何川,韦凯.盾构隧道与周围土体在列车振动荷载作用下的动力响应特性[J]. 岩土力学, 201839(2): 1-9.EI检索期刊)

[74] 韦凯,豆银玲,杨麒陆,王平.钢弹簧浮置板轨道频域随机振动响应特征及其参数分析[J]. 华中科技大学学报(自然科学版)201745(8): 115-119.EI检索期刊)

[75] 王平,杨帆,韦凯(通讯作者).车-线-隧垂向环境振动预测辛模型及其应用[J].  工程力学2017, 34(5): 171-178.EI检索期刊)

[76] 王平,杨帆,韦凯(通讯作者).扣件胶垫刚度频变的车-线-隧垂向耦合随机振动虚拟辛分析[J]. 西南交通大学学报201752(2): 209-215.EI检索期刊)

[77] 韦凯,张攀,王平.扣件胶垫刚度的幅频变对轮轨耦合系统随机频响特征的影响[J]. 工程力学2017, 34(4): 108-115.(EI检索期刊)

[78] 韦凯,张攀,梁迎春,王平.扣件胶垫刚度频变的钢轨垂向自振特征分析[J]. 铁道学报201638(6): 79-85.EI检索期刊)

[79] 韦凯,张攀,豆银玲,王平,周昌盛.高速铁路无砟轨道扣件系统弹性垫板力学性能的温变试验[J]. 铁道学报201638(7): 98-104.EI检索期刊)

[80] 韦凯,杨帆,王平,张攀.扣件胶垫刚度频变的车/轨耦合时变随机振动扩展辛分析[J]. 工程力学201633(12): 232-240.EI检索期刊)

[81] 韦凯,周昌盛,王平,张攀.扣件胶垫刚度的温变性对轮轨耦合随机频响特征的影响[J]. 铁道学报, 201638(1): 111-116.EI检索期刊)

[82] 韦凯,杨帆,王平,罗伟.扣件胶垫刚度频变的车/轨耦合系统随机振动虚拟辛分析[J]. 工程力学, 201633(9): 123-130+137.EI检索期刊)

[83] 韦凯,梁迎春,张攀,王平.地铁浮轨式扣件减振效果的测试与分析[J]. 铁道工程学报2016212(5): 99-104.EI检索期刊)

[84] 韦凯,杨帆,王平,肖军华.扣件胶垫刚度的频变性对地铁隧道环境振动的影响[J]. 铁道学报2015, 37(4): 80-86.EI检索期刊)

[85] 韦凯,杨帆,王平,肖军华.扣件胶垫阻尼的频变性对地铁隧道环境振动的影响[J]. 中国铁道科学, 201536(3): 18-24.EI检索期刊)

[86] 王平,周昌盛,韦凯,徐浩.随机振动过程中轮轨系统内的能量研究[J]. 铁道工程学报201532(5): 30-34,41.EI检索期刊)

[87] 韦凯,翟婉明,肖军华.软土地铁盾构隧道垂向随机振动分析模型[J]. 工程力学201431(6): 117-123.EI检索期刊)

[88] 韦凯,翟婉明,肖军华.软土地基不均匀沉降对地铁盾构隧道随机振动的影响分析[J]. 中国铁道科学201435(2): 38-45.EI检索期刊)

[89] 韦凯,翟婉明,肖军华.轨道不平顺与软土动力特性对地铁隧道振动的影响[J]. 西南交通大学学报, 201348(6): 989-995.EI检索期刊)

[90] 肖军华,许世芹,韦凯.主应力轴旋转对地铁荷载作用下软黏土累积变形的影响[J]. 岩土力学2013, 10: 2938-2944.EI检索期刊)

[91] Wanming Zhai, Peng Xu, Kai Wei. Analysis of vibration reduction characteristics and applicability of steel-spring floating-slab track [J]. Journal of Modern Transportation, 2013, 19(4): 215-222.

[92] Minghe Shao, Wanming Zhai, Kai Wei. Numerical simulation of high-speed train induced ground vibration for non-ballasted railway on embankment [C]. The 6th International Symposium on Environmental VibrationISEV2013.ISTP检索会议)

[93] 黄大维,周顺华,宫全美,韦凯.软土地区地铁不同结构间差异沉降特点分析[J]. 同济大学学报, 201341(1): 96-100.EI检索期刊)

[94] 贾剑,石景山,周顺华,韦凯.盾构隧道扩建地铁车站地表沉降预测及分析[J]. 岩石力学与工程学报, 201332(1): 2883-2890.EI检索期刊)

[95] Xiao-bei SHI, Kai WEI, Bing-long WANG, Da-wei HUANG. Analysis on effect of tunnel crossing underneath foundation of tall buildings on anti-seismic mortar anchor in weathered rock area [C]. The 2nd International Conference on Structures and Building MaterialsICSBM 2012.EI/ISTP检索)

[96] 韦凯,周顺华,翟婉明等.地铁与建筑物合建中不同固有频率浮置板轨道的适用性分析[J]. 土木工程学报201144(11): 134-142.EI检索期刊)

[97] 韦凯,宫全美,周顺华.软土盾构隧道不均匀沉降预测的蚁群算法改进及参数选取[J]. 岩石力学与工程学报201130(1): 3022-3031.EI检索期刊)

[98] 韦凯,周顺华,翟婉明等.地铁-建筑物合建中钢弹簧浮置板轨道基频优选的影响因素研究[J]. 中国铁道科学201132(4): 8-13.EI检索期刊)

[99] Kai Wei, Shun-hua Zhou, Jun-hua Xiao, Meng Zhou. Analysis of the Damping Effect of Foundation Reinforcement on the Integrated Construction of Metro and Buildings [C]. International Workshop on Architecture, Civil and Environmental EngineeringACEE 2011.EI检索会议)

[100] Kai Wei, Xiaolin Song, Wanming Zhai. Application of steel-spring floating lab track to vibration reduction of the metro and building integrated structures [C]. The 5th International Symposium on Environmental VibrationISEV2011.ISTP检索会议)

[101] 邹春华,周顺华,王炳龙,韦凯.路基不均匀沉降对有砟轨道沉降影响的模型试验[J]. 同济大学学报, 201139(6) : 862-869.EI检索期刊)

[102] 周萌,韦凯,肖军华.轨道型式对地铁与建筑物共建结构振动响应的影响[J]. 铁道科学2011, 32(2): 33-40.EI检索期刊)

[103] 肖军华,周顺华,韦凯.列车振动荷载下铁路粉土路基的长期沉降[J]. 浙江大学学报(工学版), 2010, 44(10): 1912-1918.EI检索期刊)

[104] 韦凯,宫全美,周顺华.隧道长期不均匀沉降预测的蚁群算法[J]. 同济大学学报200937(8): 993-998.EI检索期刊)

[105] 韦凯,宫全美,周顺华.基于蚁群算法的地铁盾构隧道长期沉降预测[J]. 铁道学报200830(4): 79-83.EI检索期刊)

报考该导师研究生的方式

欢迎你报考韦凯老师的研究生,报考有以下方式:

1、参加西南交通大学暑期夏令营活动,提交导师意向时,选择韦凯老师,你的所有申请信息将发送给韦凯老师,老师看到后将和你取得联系,点击此处参加夏令营活动

2、如果你能获得所在学校的推免生资格,欢迎通过推免方式申请韦凯老师研究生,可以通过系统的推免生预报名系统提交申请,并选择意向导师为韦凯老师,老师看到信息后将和你取得联系,点击此处推免生预报名

3、参加全国硕士研究生统一招生考试报考韦凯老师招收的专业和方向,进入复试后提交导师意向时选择韦凯老师。

4、如果你有兴趣攻读韦凯老师博士研究生,可以通过申请考核或者统一招考等方式报考该导师博士研究生。

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