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殷新锋

2019-02-19   供 稿:


一、 个人照片

二、 基本信息

殷新锋:男,湖湘青年英才, 副教授,硕士研究生导师,博士,美国土木工程学会(ASCE)会员,美国交通与城市发展学会会员,长沙理工大学千人计划获得者蔡春声教授秘书。国际著名杂志《Journal of bridge engineering》、《Engineering structures》及国内《工程力学》、《中国公路学报》等多个杂志审稿专家。为教育部“创新团队发展计划”、湖南省自然科学基金创新研究群体及中组部“千人计划”创新团队主要核心成员。2015年5月,个人成长事迹获得了《新华网》、《红网》及《新浪网》等十余家主要媒体网站正面报道。

       联系方式:yinxinfeng@163.com

三、 教育背景

Ø    20168月至20183获中国留学基金委资助出访美国休斯顿大学(Houston University)师从G.B.Song教授访问交流

Ø    20088月至20099获中国留学基金委资助出访美国路易斯安纳州立大学(Louisiana State University)师从C.S.Cai教授学习,联合培养博士生;

Ø    20049月至20105 湖南大学 土木工程学院 桥梁工程系攻读桥梁与隧道工程专业博士学位;

Ø    20009-20047月于安徽建筑大学土木工程专业攻读学士学位。

四、 目前研究领域或主要研究方向

Ø  桥梁结构施工监控及关键技术研究

Ø  在役桥梁结构受力行为及安全性能评估

Ø  桥梁结构风-车-桥耦合振动

五、 已完成或已在承担的主要课题

近年来主持国家重点基础研究发展(973)计划子课题1项,国家自然科学基金项目1项,湖南省科技计划项目1项,教育厅项目2项。主持十余项横向课题:湖北省嘉鱼长江大桥、浙江温岭高架桥、涪陵乌江悬索桥、四川泸州合江长江二桥、贵州毕节流仓大桥、湖北嘉鱼长江大桥摊桥,四川大坑河连续刚构桥等施工监控项目。在国内外权威刊物和学术会议上公开发表论文60余篇,其中第一作或者通讯被SCI收录22篇, EI收录27篇。培养研究生22名。软件著作权2项,专利5项,专著3本。获得省部级4次,教学成果奖1次。

Ø        主持科研项目

[1] 国家重点基础研究发展(973)计划子课题“特大跨桥梁安全性设计与评定的基础理论研究(编号:2015CB057702)”

[2] 教育部“创新团队发展计划”研究计划“桥梁工程安全控制与耐久性评估理论及其应用(编号:IRT1287)”

[3] 国家自科基金委资助“随机车流作用下高墩大跨桥梁的振动特性及行车舒适性研究[51108045]”;

[4] 湖南省委组织部/共青团湖南省委/湖南省科技厅“湖湘青年人才计划项目 [2015RS4052]”;

[5]湖南省高校创新平台开放基金项目“超载运营下服役桥梁冲击系数及行车安全性可靠度研究 [13k051] ”;

[6] 湖南省教育厅一般项目“随机车流作用下高墩大跨连续刚构桥的振动特性研究[430S00004/11C0058]”已结题;

[7]横向课题:湖北省嘉鱼长江大桥引桥节段短线施工监控;浙江温岭高架桥BIM技术及其信息化技术研究;涪陵乌江悬索桥施工监控及其关键技术研究;四川达成跨线桥、合江二桥及大坑河桥等多座桥梁施工监控及关键技术研究。

六、 已出版的主要著作

[1] Xinfeng Yin Bridge dynamic behavior based on vehicle-bridge interactions LAMBERT Academic Publishing  (October 10, 2017).  ISBN: 978-3-659-83185-0: 7.5万字。(英文专著)

[2] Xinfeng Yin 著【Dynamic assessment of existing bridge structures under moving vehiclesJustFiction Edition (August 10, 2017) ISBN: 978-620-2-48904-1 :5.6万字(英文专著)

[3] 张建仁 刘小燕 主编《结构设计原理》,负责其中第14-16章。

七、 已发表的学术论文

在国内外权威刊物和学术会议上公开发表论文60余篇,其中被SCI收录22篇, EI收录27篇,其他论文11篇。

Ø   (部分论文附后,仅列出SCI与EI论文!)

八、  所获学术荣誉及学术影响

u       获省部级奖项4次:

Ø     湖南省委组织部2015年湖湘青年英才获得者;

Ø     中国公路学会科技进步二等奖1项(排名第3);

Ø     湖南省科技进步二等奖1项(排名第5);

Ø     第15届湖南省自然科学论文一等奖(排名第1);

(1) 湖南省省委组织部、共青团湖南省委、湖南省科技厅与湖南省人力资源与社会保障厅联合组织的2015年湖湘青年英才计划选拔人选;

(2)“公路混凝土桥梁运营期力学性能评估方法及其应用” 获2013年中国公路学会科学技术进步二等奖,第3完成人。获奖者:刘扬,王磊,殷新锋,彭晖,王达,彭建新,邓扬,孙长军,韦福堂,蒋友宝,马亚飞,郝海霞,肖丹,吕毅刚,鲁乃唯;

(3)“服役钢筋混凝土桥梁抗力退化预测与提升方法及其应用”获2013年湖南省科学技术进步二等奖,第5完成人。获奖者:刘扬,王磊,彭晖,彭建新,殷新锋,孙长军,马亚飞,蒋友宝,刘彬,郝海霞,肖丹,吕毅刚。

(4) 第15届湖南省自然科学论文一等奖(排名第1) “Lateral vibration of high-pier bridge under moving vehicular loads”. Xinfeng Yin(殷新锋), Zhi Fang, C.S.Cai.

    

附:发表论文

l       SCI收录论文

[1] Xinfeng Yin(殷新锋), Zhi Fang, C.S.Cai. Lateral vibration of high-pier bridge under moving vehicular loads [Journal of Bridge Engineering (ASCE) ] 2011 163,400-412AN(20112214019400) (SCI) .

[2] Xinfeng Yin(殷新锋), Zhi Fang, C.S.Cai and Lu Deng. Non-stationary random vibration of bridges under vehicles with variable speed. [Engineering Structures] 2010 32 (8)2166-2174. AN(20102513019181) (SCI) .

[3] Xinfeng Yin(殷新锋),C.S.Cai, Zhi Fang and Lu Deng. Bridge vibration under vehicular loads-tire patch contact versus point contact [International Journal of Structural Stability and Dynamics] (2010) 10 (3) 529-554. AN(20102513023310) (SCI) .

[4] Xinfeng Yin(殷新锋),Liu yang, C.S.Cai, Zhi Fang. Experimental and numerical studies of non-stationary random vibration for a high-pier bridge under vehicular loads [Journal of Bridge Engineering (ASCE)] 2013,18(10):1005-1020. (20134016803058) (SCI).

[5] Liu yang, Xinfeng Yin(殷新锋)(通讯作者), Zhang Jianren. Impact factors of an old bridge under moving vehicular loads. Structural Engineering and Mechanics.2013/46(3):353-370. (20132116347857). (SCI)

[6] Xinfeng Yin(殷新锋), Liu Yang, Deng Lu,C.S.Cai. Impact factors of bridges in service under stochastic traffic flow and road surface progressive deterioration. Advances in Structural Engineering (An international journal) 2016/19 (1) 38-52. (SCI)

[7] Xinfeng Yin(殷新锋), Liu Yang, Guo Shihui, C.S.Cai. Three-dimensional vibrations of a suspension bridge under stochastic traffic flows and road roughness. International Journal of Structural Stability and Dynamics. 2016 (16):1550038. DOI: 10.1142/S0219455415500388 (SCI)

[8] Xinfeng Yin(殷新锋), Liu YangDeng Lu, Kong Xuan. Dynamic Behavior of Damaged Bridge with Multi-Cracks Under Moving Vehicular Loads [International Journal of Structural Stability and Dynamics] 2017,17,(2): 1750019 (SCI)

[9] Xinfeng Yin(殷新锋), Liu Yang, and Kong Bo. Vibration behaviors of a damaged bridge under moving vehicular loads. [Structural Engineering and Mechanics, An international journal] 2016, 58(2):199-216. (SCI)

[10] Liu yang, Xinfeng Yin(殷新锋)(通讯作者), Deng Lu, Cai C.S.. Ride comfort of the bridge-traffic-wind coupled system considering bridge surface progressive deterioration. [Wind and Structures] 2016 23(1):19-43. (SCI)

[11] Xinfeng Yin(殷新锋), Liu Yang, Kong Bo, Chen S.R. Experimental and Numerical Studies of a Damaged Bridge Considering Stochastic Traffic Flows and Road Roughness. [International Journal of Structural Stability and Dynamics] 2017,17(8):1750089, DOI: 10.1142/S0219455417500894.(SCI)

[12] Xinfeng Yin(殷新锋), Liu Yang. The vertical vibrations of a suspension bridge based on the traffic-pavement-bridge coupled system [Earthquakes and Structures, An International Journal] 2017 124):457-468. (SCI)

[13] Xinfeng Yin(殷新锋), Liu Yang. Assessment simulation of ride safety and comfort based on the wind-traffic-pavement-bridge coupled vibration [Wind and Structures] 2017 243):287-306 .(SCI)

[14] Xinfeng Yin(殷新锋), Liu Yang. Dynamic vibrations of a vehicle-pavement-bridge coupled system [Structural Engineering and Mechanics] (Accepted) .(SCI) 

[15] Xinfeng Yin(殷新锋), Liu Yang. Probability analysis of the vibration for a long-span bridge under stochastic traffic and surface roughness.  International Journal of Structural Stability and Dynamics  2018 18918501081-17 (SCI)

[16] Xinfeng Yin(殷新锋); Y. Liu ; G. Song ;Y.L. Mo. Suppression of bridge vibration induced by moving vehicles using Pounding Tuned Mass Dampers. Journal of bridge engineering (ASCE) 2018 23(7).  https://doi.org/10.1061/(ASCE)BE.1943-5592.0001256 

[17] Yin X.F(殷新锋).; Song G.; Liu Y. Vibration suppression of wind/traffic/bridge coupled system using Multiple Pounding Tuned Mass Dampers (MPTMD). Wind and Structure  (Accepted)  (SCI)

[18] Yin X.F. (殷新锋); Song G.; Liu Y. Vibration suppression of a high-pier bridge induced by traffic load using Multiple Pounding Tuned Mass Dampers (MPTMD). Engineering structure  (Accepted)  (SCI)

[19] Liu Y., (殷新锋),Liming, Xinfeng Yin(通讯作者). A Trans-Scale Analysis Method for the Detail Fatigue Crack Growth Behavior of an Orthotropic Steel Deck. Journal of Aerospace Engineering (ASCE). (Accepted)  (SCI)

[20] Zou, Q., *Deng, L., Guo, T., and Yin, Xinfeng(殷新锋). (2015). “Comparative study of different numerical models for vehicle-bridge interaction analysis.” International Journal of Structural Stability and Dynamics, (Accepted). (SCI)

[21] Yan, W., *Deng, L., and Yin, X. (殷新锋) (2015). “Allowable slope change of approach slabs based on the interacted vibration with passing vehicles.” KSCE Journal of Civil Engineering, (Accepted). (SCI)

[22] Liu Yang, Lu Naiwei, Xinfeng Yin(殷新锋). A hybrid method for structural system reliability-based design optimization and its application to trusses [J]. Quality and Reliability Engineering International, 2015, (DOI: 10.1002/qre.1775).SCI 

l        EI收录论文

[23] Liu Yang, Lu Naiwei, Noori Mohammad, Xinfeng Yin(殷新锋). System reliability-based optimization for truss structures using genetic algorithm and neural network [J]. International Journal of Reliability and Safety, 2014, 8(1): 51-69. (EI) (AN: 20142617861037)

[24] Liu Yang, Lu Naiwei, Xinfeng Yin(殷新锋). An adaptive support vector regression method for structural system reliability assessment and its application to a cable-stayed bridge[J]. Proceedings of the Institution of Mechanical Engineers. Part O: Journal of Risk and Reliability.(Under review)

[25] Xinfeng Yin(殷新锋), C.S.Cai, Yang Liu. Non-stationary random vibration of the bridge-vehicle coupled system. [Advanced Materials Research] 2011,5 EI AN(20112314045129).

[26] Xinfeng Yin(殷新锋), Zhi Fang, C.S.Cai. A new approach for solving bridges lateral vibration induced by moving vehicle loads. [International Symposium on Life-Cycle Performance of Bridge and Structures] 2010 June 27-29, Changsha, China , 872-876.

[27] Xinfeng Yin(殷新锋), C.S.Cai, Yang Liu, Zhang Jianren. Non-stationary random vibration for a high-pier bridge under vehicular loads, Proceedings of the 3rd International Symposium on Life-Cycle Civil Engineering , 2012,12  AN(20124215578537)

[28] Xinfeng Yin(殷新锋), Zhang, LeiCai, C.S.Liu, Yang Dynamic responses of the beam bridge under moving vehicular loads Advanced Materials Research(Advances in Civil Infrastructure Engineering), v 639-640, n 1, p 1183-1186, 2013, (20130615996982)

[29] 殷新锋,丰锦铭, 刘扬.考虑桥面等级退化影响的风-车流-桥梁耦合振动分析.工程力学. 2016, 33(3):87-94.

[30] 殷新锋,丰锦铭, 刘扬. 风与车流联合作用下在役桥行车舒适性研究. 湖南大学学报. 2016, 43(1):45-52.

[31] 殷新锋*,邓露. 随机车流作用下桥梁冲击系数分析.湖南大学学报. 2015, 42(9):68-75.

[32] 殷新锋,丰锦铭,刘扬,蔡春声. 随机车流作用下大跨度悬索桥振动分析. 湖南大学学报. 2017,44(1):47-53.

[33]殷新锋 丰锦铭 刘扬 春声 考虑随机车流-桥耦合振动及桥面退化影响的拱桥吊杆疲劳分析  南大学学报 2017 44(9): 17-25

[34] 殷新锋 丰锦铭 刘扬 蔡春声 基于桥面退化模型的在役桥梁冲击系数研究 应用力学学报 2016, 33(3):516-522

[35] 殷新锋,刘扬,彭晖,陈明. 路面破损的桥梁在车辆作用下冲击系数分析 振动工程学报,2013/26(4):531-538. (20134416914842)

[36] 殷新锋,刘扬, 蔡春声 高墩连续桥在移动车载作用下的横向振动分析,振动与冲击 2013,32(3):35-40 (20131416162270)

[37] 殷新锋,李莱,刘扬,陈甦人。基于风--桥耦合系统大跨度连续刚构桥的振动研究 振动与冲击 2016 投稿

[38]殷新锋 杨小旺 丰锦铭  李莱 独柱墩连续弯梁桥抗倾覆稳定性分析 应用力学学报 2016 投稿

[39] 殷新锋,蔡春声,刘扬 基于面接触的车桥耦合振动研究,振动工程学报, 2012 253):244-252 AN(20122815240162)  

[40] 殷新锋,方志.车辆制动作用下的车辆-路面-桥梁系统振动分析.计算力学学报,2010,27(5): 936-941 AN(20104913466126) (EI)

[41] 殷新锋, 方志. 车辆作用下开裂混凝土连续梁桥的动力响应分析. 工程力学, 2009, 26(4): 174-180 AN(20092012082629) (EI)

[42] 殷新锋,方志. 多跨变截面损伤桥梁的车载动力特性分析.振动工程学报, 2008, 21(4): 387-393 AN(20083911606642) (EI)

[43] 方志, 殷新锋, 彭献. 车辆-路面-桥梁系统竖向振动分析. 工程力学, 2008, 25(11): 92-99 AN(20085011776791) (EI)

[44] 方志, 殷新锋, 彭献. 非匀速车辆与随机路面桥梁的耦合振动分析.振动与冲击, 2007, 27(1): 30-36 AN(20081111147131) (EI)

[45] 彭献, 殷新锋, 方志. 变速车辆与路面不平弹性支撑桥梁的耦合振动分析. 振动与冲击, 2007, 26(5): 14-18 AN(20072710691456) (EI)

[46] 彭献, 殷新锋, 方志. 变速车辆与桥梁的耦合振动及其TMD控制. 湖南大学学报, 2006, 33(55): 61-66 AN(20070110339332) (EI)

[47] Wang fei, Fang zhi, Yin xin-feng(殷新锋). Experimental study on seismic performance of Reactive power concrete box piers. Advances in Structural Engineering, 2011 (94): 464-468(EI)

[48] , 鲁乃唯, 殷新锋. 基于体系可靠度的钢桁梁结构优化设计[J]. 中南大学学报《自然科学版》, 2014, 45(10): 3629-3636. (EI) (20150200412797)

 




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