“轨道交通网孔式弹性道床垫”、“新型轨枕式减振轨道”、“高度大幅可调式无砟轨道”、“刚度-阻尼介入式钢轨波磨抑振措施”等6项专利技术实现转化应用。发表科技论文100多篇，作为第一发明人在减振轨道领域获得7项发明专利授权和11项实用新型专利授权。主研的“快速城市轨道交通减振轨道关键动力学参数及刚度过渡研究”科研成果被中国中铁股份公司鉴定为“国际领先”，并获得中国施工企业管理协会2014年度科学技术奖一等奖，四川省2015年度科学技术进步三等奖。指导学生获得第九届中国国际“互联网+”大学生创新创业大赛（2023）国赛金奖（第一指导教师）。参与了《浮置板轨道技术规范（CJJ/T 191-2012）》的编制。
近3年论文：
[1] He Z, Zhai W, Wang Y, et al. Theoretical and experimental study on vibration reduction and frequency tuning of a new damped-sleeper track[J]. Construction and Building Materials, 2022, 336(20): 127420.
[2] He Z, Zhang X, Wang S, et al. Research on the effect of rail vibration suppression using the stiffness-damping interventional rail vibration reduction device[J]. Construction and Building Materials, 2024, 411(12): 134636.
[3] He Z, Bai Y, Su C, et al. Influence of damping characteristics of mesh–type high damping rail pad on the vehicle–track dynamic performance and rail surface roughness[J]. Vehicle system dynamics, 2024, 62(3): 739-758.
[4] He Z, Bai Y, Su C, et al. Structural design of new mesh-type high-damping rail pad and comparative experimental study on the mechanical property with the traditional rail pads[C].Structures, 2023, 57: 105234.
[5] He Z, Yun J, Su C, et al. Research on a short-sleeper type ballastless-track that can adapt to large foundation deformation[C].Structures, 2023, 56: 105048.
[6] He Z, Bai Y, Xin X, et al. Fixed-point excitation prediction method for environmental vibration of urban rail transit[J]. Journal of Vibration and Control, 2024, 30(15-16): 3351-3363.
[7] He Z, Zhang X, Wang X, et al. A new device for restraining rail vibration of ballastless track and its effect study[J]. Journal of Mechanical Science and Technology, 2023, 37(8): 3919-3929.
[8] He Z, Luo C, Wang S, et al. Force transmission and height adjustment stability of the new height adjustable long pillow ballastless track[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2024, 238(8): 943-955.
[9] He Z, Cao Z, Wang X, et al. Parametric analysis of a new long sleeper damping track with elastic composite-supporting pad[C].Structures, 2024, 63: 106416.
[10] He Z, Wang Y, Su C. Development of transition schemes and optimization measures between normal slab track and ladder-type sleeper track[J]. Journal of Vibration and Control, 2024: 10775463241253677.
[11] Chen L, Wang Y,He Z, et al. Research on dynamic characteristics of railway side-cracked slab for train-track coupled system[J]. Engineering Failure Analysis, 2024, 160: 108241.
[12] Wang Y,He Z, Wang K, et al. Research on the damping performance of a sleeper damping track with elastic side-supporting pad[J]. Construction and Building Materials, 2024, 420(22): 135648.
[13] Bai Y,He Z, Li P, et al. Mechanical characteristics of new mesh-type elastic plate under different temperatures and vehicle dynamics loads[J]. International Journal of Non-Linear Mechanics, 2024, 166: 104854.
[14] Bai Y,He Z, Bao N, et al. A new mesh-type rail pad with second-order stiffness[J]. Composite Structures, 2024, 329(01): 117763.
[15] Wang Y,He Z, Wang K, et al. Comparing dynamic performance between new sleeper-damping and floating-slab track system[J]. Construction and Building Materials, 2023, 400(12): 132588.
[16] Wang Y,He Z, Cao Z, et al. Optimization Designof A New Cone-Oriented Elastic Side-Supporting Long Sleeper Damping Track: Theory and Experiment[J]. Construction and Building Materials, 2023, 363(11): 129821.
[17] Bai Y,He Z, Su C, et al. Research on dynamic characteristics of novel filled damping block mesh-type rail pads for heavy haul railways[J]. Construction and Building Materials, 2022, 354(07): 129174.
[18] Bai Y,He Z, Bao N, et al. Study on the structural stability of the rail pad and its influence on the dynamic response of the vehicle-track coupled system[J]. Measurement, 2023, 223: 113698.
[19] Wang Y, Wang K,He Z. Dynamic performance of sleeper-damping track with elastic side-supporting pad[J]. International Journal of Rail Transportation, 2024, 12(4): 669-689.
[20] Bai Y,He Z, Bao N, et al. Research on the influence of loading frequency, material elasticity, and geometric parameters on mechanical characteristics of the new mesh-type high damping rail pad for fastening system[C].Structures, 2023, 53: 421-431.
[21] Wang Y,He Z, Feng Q, et al. Influence of vibration suppression device for ladder-type sleeper track on vehicle-track system dynamic interaction[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2023, 237(7): 955-965.
[22] Liu X,He Z, Wang Y, et al. The wheel flat identification based on variational modal decomposition—envelope spectrum method of theAxlebox acceleration[J]. Applied Sciences, 2022, 12(14): 6837.
[23] 和振兴,王志璇,封全保,等.新型网孔式弹性道床垫减振性能研究[J].铁道学报,2023,45(09):142-150.
[24] 和振兴,王玉魁,杜浩洁,等.提升钢弹簧浮置板轨道稳定性的抑振调频装置研究[J].中国铁道科学,2023,44(04):54-64.
[25] 和振兴,王玉魁,白彦博,等.梯形减振轨道抑振调频装置及布置方式研究[J].铁道科学与工程学报,2022,19(12):3625-3635.
[26] 和振兴,刘旭麒,王玉魁,等.高速铁路钢轨波磨地段轴箱振动加速度时频特征分析[J].铁道科学与工程学报,2024,21(04):1275-1285.
[27] 和振兴,白彦博,包能能,等.空气阻尼网孔式弹性垫减振单元理论模型研究[J].振动与冲击,2022,41(23):94-101.
[28] 刘旭麒,和振兴,杨丽蓉.高速铁路车轮扁疤智能识别算法的曲线适应性[J].振动与冲击,2023,42(05):223-232.
[29] 曹子勇,和振兴,苏程,等.新型弹性侧支撑长轨枕式减振轨道结构力学特性研究[J].振动与冲击,2023,42(17):25-34+85.
[30] 白彦博,和振兴,宋杲,等.填充阻尼块网孔式弹性垫板力学参数影响研究[J].铁道科学与工程学报,2022,19(10):2873-2883.
[31] 白彦博,和振兴,贠剑峰,等.空气阻尼对网孔式弹性垫板动力学特性的影响研究[J].振动与冲击,2022,41(14):24-32.
[32] 张鹏,和振兴,石广田,等.侧支撑长枕式减振轨道弹性垫板垂向刚度理论研究[J].铁道科学与工程学报,2022,19(07):1889-1897.
[33] 刘旭麒,和振兴,杨丽蓉.高速铁路车轮扁疤智能识别算法的曲线适应性[J].振动与冲击,2023,42(05):223-232.
[34] 李鹏浩;翟婉明;和振兴,等. 流冰撞击作用下川藏铁路桥梁振动抑制及行车安全研究[J].振动与冲击,2022, 41(08): 79-85.
[35] 杨丽蓉,和振兴,王开云,等.采用轮轨振动加速度信号对车轮扁疤的识别研究[J].机械科学与技术,2024,43(02):344-350.
[36] 刘旭麒,和振兴,包能能,等.高速铁路车轮扁疤激扰响应的小波包分解与限值研究[J].机械科学与技术,2023,42(04):622-628.
[37] 刘旭麒,和振兴,包能能,等.高速铁路车轮扁疤激扰响应的小波包分解与限值研究[J].机械科学与技术,2023,42(04):622-628.
[38] 王玉魁,和振兴,包能能,等.隧道内道床排水沟设计方式对环境振动的影响[J].铁道标准设计,2022,66(05):124-130.
[39] 张天元,石广田,和振兴,等.基于车体低频横向晃动分析的60N钢轨打磨限值研究[J].铁道标准设计,2023,67(03):79-83.
[40] 孙建树,和振兴,石广田,等.城市轨道交通车辆段或停车场线路用减振扣件刚度参数研究[J].城市轨道交通研究,2022,25(07):24-29.
[41] 李斌强,石广田,和振兴,等.城市快轨交通钢弹簧浮置板轨道过渡段设计分析[J].兰州交通大学学报,2022,41(04):82-88+127.
[42] 白彦博,和振兴,包能能.空气阻尼网孔式弹性垫板对车辆-轨道动力学性能的影响分析[J].铁道学报,2024,46(09):129-138.
专利统计：
[1] 和振兴.可调节式无砟轨道结构、无砟轨道及调节方法. CN201611261628.2[P]. 2019-05-14.
[2] 和振兴.一种轨枕式减振结构、无砟轨道及维修方法. CN 201611263841.7[P]. 2019-0.9-24.
[3] 和振兴, 王小韬, 刘德志, 陈罄超.轨枕侧面平衡横向动荷载的无砟轨道结构. CN 201611127360.3[P]. 2018-11-23.
[4] 和振兴, 王小韬, 刘德志, 陈罄超.开式弹性短轨枕减振轨道结构. CN 201611127694.0[P]. 2018-11-23.
[5] 和振兴, 王小韬, 陈罄超, 刘德志.用于高架桥梁的弹性短枕式纵向承轨台减振轨道. CN 201611128091.2[P]. 2018-09-21.
[6] 和振兴.用于制造开式承轨槽道床的弹性垫、模具及方法. CN 201611259031.4[P]. 2019-10-13.
[7] 和振兴, 翟婉明, 包能能, 苏程.一种轨道交通轮轨非正常磨耗抑制装置及其安装方法. CN 202011289176.5[P]. 2022-05-17.
[8] 和振兴, 翟婉明, 石广田, 包能能.一种空气阻尼减振垫及复合阻尼减振器. CN 201911099471.1[P]. 2024-10-13.
[9] 和振兴, 翟婉明, 石广田, 包能能.一种空气阻尼减振垫及复合阻尼减振器. CN 201921939891.1[P]. 2020-09-25.
[10] 和振兴, 石广田, 翟婉明, 张小安, 包能能, 王淑珍.一种具有预紧弹性结构的减振轨道. CN 201821478230.9[P]. 2019-08-30.
[11] 和振兴, 石广田, 翟婉明, 张小安, 包能能, 王淑珍.一种具有预紧弹性结构的减振轨道. CN 201811054148.8[P]. 2019-01-18.
[12] 和振兴, 石广田, 翟婉明.一种轨道交通高阻尼位移量可调弹性垫板. CN 201820499714.5[P]. 2018-11-27.
[13] 和振兴.一种整体道床减振结构及无砟轨道. CN 201720228567.3[P]. 2017-11-03.
[14] 和振兴.一种整体道床减振结构、无砟轨道及维修方法. CN201710139586.3[P]. 2017-08-18.
[15] 和振兴.一种轨枕式减振结构、复合轨枕式减振结构及无砟轨道. CN 201621489109.7[P]. 2017-08-22.
[16] 和振兴, 翟婉明, 包能能.一种轨道交通弹性垫板的制作模具及方法. CN 202210351175.1[P]. 2024-08-06.
[17] 和振兴, 包能能, 张小安, 石广田.轨道交通弹性支撑部件阻尼特性参数测定方法. CN 201910561757.0[P]. 2020-10-29.
[18] 和振兴, 翟婉明, 包能能.一种轨道交通网孔式弹性道床垫. CN 202222204936.9[P]. 2022-10-27.
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