论文成果

[1]Zheng Shixiong,Xue Shangling，Wind tunnel Studies on the behavior of a high-rise Building，6TH INTERNATIONAL CONFERENCE ON TALL BUILDINGS( ICTB-VI)，6-8 DEC. 2005,Kowloon,HongKong.China,P429-434

[2]郑史雄，李永乐，陶奇，天兴洲公铁两用长江大桥气动参数风洞试验,中国铁道科学，VOL.28(92)，NO.2,2007; P25-31 EI：072010602940

[3]Shixiong Zheng,Haili liao,Yongle li,Stability of Suspension Bridges Catwalks under a wind load, Wind & Structures ，VOL.10，NO.4, 2007; P367-382 SCI：IDS：204YZ, EI: 20082911376039

[4]郑史雄，王林明，铁路声屏障风荷载参数研究,中国铁道科学，VOL.30(106)，NO.4,2009; P46-50 EI：20093412266836

[5]郑史雄，徐伟，高崇余，武汉天兴洲公铁两用长江大桥抗风性能研究,桥梁建设，NO.4(193),2009; P1-4

[6]马存明，廖海黎，郑史雄，李佳圣，H型截面吊杆气动性能的风洞试验,中国铁道科学，VOL.26(82)，NO.4,2005; P42-46，EI：05369347172

[7]郑史雄，薛尚铃，重庆万豪国际会展大厦风效应试验研究，西南交通大学学报, P580-584; Vol.40(165). No.5.2005 EI：05459460402

[8]陶奇，郑史雄，尺寸效应对节段模型涡激振动参数的影响，四川建筑科学研究，NO.5(35),2009; P128-130

[9]Zheng,Shixiong,Research on the wind load parameters and the wind-resistance behavior for wind fences of railways bridge, Proceedings of Seventh Asia-Pacific Conference in Wind Engineering(APCWE-VII) ,November 8-12,2009,Taipei,Taiwan,P905-908

[10]Li,Mingshui, liao,Haili,Zheng,Shixiong,A new Extreme Large boundary Layer Wind Tunnel at Southwest Jiaotong University, Proceedings of Seventh Asia-Pacific Conference in Wind Engineering(APCWE-VII) ,November 8-12,2009,Taipei,Taiwan,P267-270

[11]郑史雄，薛尚铃，刘京安，大型堆料库顶棚结构设计风荷载的确定，四川建筑科学研究，第37 卷　第154 期，2011 年2 月，P69-72,

[12]Jia, Hongyu ; Zheng, Shixiong ; Xia, Mingqiang ; Yang, Lei ，Analysis of linear viscous damper parameters and shock absorption for long-span cable-stayed bridge” Advanced Materials Research Vols. 243-249 (2011) pp 3858-3862 EI ：20112314045518

[13]Jia, Hongyu ; Zheng, Shixiong; Yang, Lei ; Xia, Mingqiang，Based on nonlinear viscous dampers seismic behavior research of a long span cable-stayed bridge， Advanced Materials Research，Volume:255-260（2011） ，Pages:1214-1219 EI ：20112714114043

[14]Mingqiang Xia1,a,Hongyu Jia2,b,Shixiong Zheng ，Dynamic Analysis of Frame Container Wharf Subjected to Multi-support Excitation，Applied Mechanics and Materials Vols. 90-93 (2011) pp 3239-3242，EI ：20114014389267

[15] Shixiong Zheng, Hao Hong, Dongke Jiang et al，The wind-induced behavior of a single pylon cable-stayed bridge , Advances in Civil, Transportation and Environmental Engineering, WITpress, Vol 140,2013,P3-6，EI20132316394015

[16]Shixiong Zheng, Hao Hong, Jianhui Gao et al, Compositive optimal control of a Fluid viscous Damper for a long-span cable-stayed bridge , Advances in Civil, Transportation and Environmental Engineering, WITpress, Vol 140,2013,P45-49 EI20132316394021

[17]Hao Hong, Shixiong Zheng,Hongyu Jia et al, Stochastic seismic response of a high-pier bridge considering spatial effects , Advances in Civil, Transportation and Environmental Engineering, WITpress, Vol 140,2013,P57-62 EI20132316394023

[18]贾宏宇，郑史雄. 直接求解多维多点地震动方程的虚拟激励法[J] .工程力学，2013，30 (3): 341-346，EI20131616213671

[19]贾宏宇，郑史雄，阳栋，洪浩，罗楠. 非平稳多维多点虚拟激励法的快速模拟方法, 振动与冲击, Ｖｏｌ．３２ Ｎｏ．１８,２０１3. EI20134216868990

[20]Hong-YuJia, De-YiZhang, Shi-XiongZheng, Wei-ChauXie, MaheshD. Pandey ,Local site effects on a high-pier railway bridge under tridirectional spatial excitations:Nonstationarystochasticanalysis , Soil DynamicsandEarthquakeEngineering.52(2013)55–69，sci检索号：196DB，EI20132716472514

[21]郑史雄,贾宏宇,张金,罗楠 直接求解多维多点非平稳激励的虚拟激励法，工程力学，2014年31卷1期，2014.01.25

[22] Jin Zhang, Shixiong Zheng, Hongyu Jia, Seismic Response Analysis of  long Span Cabel-stayed Bridge Based on Multi-point Response Spectrum Method, 2014 International conference on Energy, Environment and Materials Engineering(EEME2010). DEStech Publications,INC. Feb 22-23,2014,P649-653

[23] De-Yi Zhang, Hong-Yu Jia, Shi-Xiong Zheng , Wei-Chau Xie, Mahesh D. Pandey. highly efficient and accurate stochastic seismic analysis approach for structures under tridirectional nonstationary multiple excitations, Computers and Structures 145 (2014) 23–35.  

[24] 郑史雄，张金，贾宏宇，等． 大跨度斜拉桥多维多点随机地震激励响应分析[J]． 西南交通大学学报，2014，49(5)：747-753.

[25] Zhang, Longqi, Zheng, Shixiong; Tang,Yu; Jia, Hongyu; Bao, Yi. Study on the aerodynamic characteristics of a single-pylon cable-stayed bridge girder by numerical simulation and wind tunnel test[J]. Journal of Engineering Science and Technology Review, v 7, n 4, p 97-103, 2014

[26] 唐煜, 郑史雄, 赵博文, 李明水. 平衡大气边界层自保持问题的研究[J]. 工程力学, 2014, 31(10): 129-135.

[27] 郑史雄、唐煜.大跨度拱桥矩形拱肋静风阻力研究[J].桥梁建设，Vol.44,No.5, 2014, PP33-38

[28] Shi-Xiong ZHENG, Lun-Xiong YI, Xiang-Xu ZHANG.Study on the Behavior of Gongan Changjiang Combined Highway and Railway Bridge under Wind. International Conference on Mechanics and Civil Engineering (ICMCE 2014)，P630-634， December 13-14, 2014 ，Wuhan, Hubei, China

[29] 张　建，郑史雄，唐　煜，等．基于节段模型试验的悬索桥涡振性能优化研究．实验流体力学，２０１５，２９（２）：４８-５４．

[30] Yu Tang,Shixiong Zheng, Mingshui Li A numerical investigation on galloping of an inclined square cylinder in a smooth flow.  J. Wind Eng. Ind. Aerodyn.144(2015)165–171  WOS:000360874900019

[31] 郑史雄、张龙奇、张向旭.斜向风作用下倒梯形桁梁桥气动力参数研究[J].桥梁建设，Vol.45,No.4, 2015, PP19-25

[32] 唐煜，郑史雄，张龙奇，马存明，谷红强.桥梁断面气动导纳的数值识别方法研究[J]，空气动力学学报，2015.33(5):706-713.

[33] 郑史雄，袁达平，张向旭. 大跨桥梁桥塔遮风效应对列车气动参数的影响研究,桥梁建设,2016年 第3期 ,P63-68，VOL.46,NO.3,2016

[34] 郑史雄，郭俊峰，张龙奇.安庆铁路长江大桥钢桁主梁在非正交风作用下的静气动力系数,中国铁道科学，VOL.37,NO.6, NOV.2016，21-26

[35]李永乐; 苏洋; 武兵; 张龙奇; 郑史雄; 李龙安. 风屏障对大跨度桁架桥风致振动及车辆风载荷的综合影响研究，振动与冲击，2016年第12期。 2016, 35(12):141-146

[36]J Zhang, H Y Jia, S X Zheng, S Q Qin, K Y Zhang. Analysis of a high-pier railway bridge under spatial stochastic stationary and non-stationary earthquake excitations [J]. Tehnicki Vjesnik-Tehnical Gazette, 2016, 23(2): 465-475. 

[37] 范晨阳； 郑史雄； 陈航； 张金.行波及相干效应对超千米跨度斜拉桥多维多点随机地震响应的影响，铁道标准设计，2016年第8期。

[38]郑史雄，郭俊峰，朱进波，唐煜.П 型断面主梁软颤振特性及抑制措施研究，西南交通大学学报，vol.52,No.3,JUN.2017,P458-465

[39]贾宏宇、陈航、张克跃、康锐，郑史雄，多点多维非平稳地震动的合成[J]．西南交通大学学报，2017,52(4)：663-670.

[40] 陈银灯； 郑史雄；张金.高烈度山区场地非线性效应对连续刚构桥地震响应的影响分析，铁道标准设计，2017年第8期。2017,VOL.61(NO.8):63-69

[41] Junfeng Guo, Shixiong Zheng,Jinbo Zhu, Yu Tangand Chengjing Hong.Study on post-flutter state of streamlined steel box girder based on 2 DOF coupling flutter theory[J], Wind and Structures, Vol. 25, No. 4 (2017) 343-360

[42]Lanping Li, Yizhi bu, Hongyu Jia, ShixiongZheng,Deyi Zhang and Kaiming Bi. An improved approach for multiple support response spectral analysis of a long-span high-pier railway bridge . Eartquakes and Structures, An Int'l Journal Vol. 13 No. 2, 2017 ,p 193-200

[43] Junfeng Guo; Chengjing Hong; Shixiong Zheng; Jinbo Zhu，Wind tunnel tests of main girder with Pi-shaped cross section，2nd International Conference on Materials Science, Resource and Environmental Engineering (MSREE 2017)，Wuhan, China，27-29 Oct. 2017 

[44] 彭刚辉,郑史雄,贾宏宇. 考虑动水压力作用隔震桥梁的地震响应分析[J], 铁道建筑，2017年第9期。2017,VOL.57(NO.9):48-51

[45] 彭刚辉,郑史雄,贾宏宇.高烈度地震区公路不等高桥墩简支梁桥隔震支座的布置[J], 铁道建筑，2017年第10期。2017,VOL.57(NO.10):15-17

[46] Shixiong Zheng, Qiang Zhoua，Jian Han，Performance of V-shaped perforated noise barriers，Noise Control Engr. J. 65 (5),2017，P396-405 

[47]  Jin Zhang, Kaiming Bi, Shixiong Zheng, Hongyu Jia & De-Yi Zhang. Seismic system reliability analysis of bridges using the multiplicative dimensional reduction method. , Structure and Infrastructure Engineering, p 1-15, March 17, 2018卷: 14   期: 11   页: 1455-1469   出版年: 2018

[48] 周刘茜, 郑史雄, 张金, 洪浩. 桩土模型对大跨度悬索桥地震响应的影响[J]. 铁道建筑, 2017, 57(12): 36-39.

[49]  陈银灯, 郑史雄, 张金.高烈度山区场地非线性效应对连续刚构桥地震响应的影响[J]. 铁道标准设计, 2017, 61(8):63-69

[50]   张向旭，郑史雄，唐煜，张龙奇，袁达平，山区峡谷大跨度拱桥桥址区风参数数值模拟研究，铁道科学与工程学报，VOL. 15(2) ,2018.2 398-406

[51]   Majed Al-Sebaeai , Khalil Al-Bukhaiti , Shixiong Zheng，A Study of Convergence to Control the Cost of Concrete Bridges in the Design Stages in Yemen，Civil Engineering Journal，Vol. 4, No. 3, March, 2018.P539-551

[52] Junfeng Guo, Shixiong Zheng , Jin Zhang , Jinbo Zhu，Longqi Zhang，Flutter reliability analysis of suspension bridges based on multiplicative dimensional reduction method，Wind and Structures, Vol. 27, No. 3 (2018) 149-161

[53]  陈志强，郑史雄，陈志伟，李晰，贾宏宇，高墩大跨连续刚构桥梁 IDA分析结果离散原因，铁道科学与工程学报，第 15 卷 第 4 期，2018 年 4 月, 962-969

[54]郑史雄，朱进波，唐煜，郭俊峰，基于遗传混合算法的二维耦合颤振方法[J]，西南交通大学学报，第53卷第1期，2018年2月，2018,53(1):64-71 

[55]  邹明伟, 郑史雄, 唐煜, 郭夏, 张龙奇. 倒梯形析架桥断面气动参数研究[J]. 铁道标准设计, Vol.62(3),2018, 03: 53-57

[56] 周刘茜, 郑史雄, 陈航. 基于三角级数法合成多维多点非平稳地震动[J]. 四川建筑, 2018, 38(1): 158-160.

[57]郑史雄，陈志强，陈志伟，等. 近场多脉冲地震作用下高墩桥梁地震响应分析 [J].西南交通大学学报，2018,53（5）

[58] 朱进波，郑史雄，唐煜，郭俊峰. 流线型箱梁断面的非线性颤振幅值特性研究[J]. 振动与冲击, 2018, 37(24): 158-165. 

[59] 陈志强，郑史雄，陈志伟，等，近断层脉冲方向性对大跨斜拉桥地震响应的影响，铁道科学与工程学报，Vol15（12），2018.12.

[60]  袁达平,郑史雄,洪成晶,朱进波.大跨公铁两用斜拉桥塔区风环境[J].哈尔滨工业大学学报,2018,50(9):19-24.

[61] Hong-Yu Jia , Xian-Lin Lan , Shi-Xiong Zheng , Lan-Ping Li a , Cheng-Qing Liu .Assessment on required separation length between adjacent bridge segments to avoid pounding, Soil Dynamics and Earthquake Engineering. 120 (2019) 398–407

[62]  郑史雄，陈志强，陈志伟，等. 近场多脉冲地震作用下高墩桥梁地震响应分析[J]. 西南交通大学学报，2019，54(5)： 897-907

[63]   Qiang Zhou, Shixiong Zheng,et al. Vortex-induced Vibration Reliability Analysis in Cable-stayed Bridges: Wind and Aerodynamic Uncertainties[J], Structural Engineering International, 2020,VOL.31:1, 51-59

[64]    Zhi-Qiang Chen , Shi-Xiong Zheng, et al.  Extreme value distribution anddynamic reliability estimation of highpier bridges subjected to near-fault impulsive ground motions[J]. Advances in Structural Engineering,2020, Vol. 23(7) 1367–1382.

[65]    CHEN Zhiqiang,ZHENG Shixiong,ZHOU Qiang, et al.  Extreme value distribution estimation method for nonlinear seismic response of bridge structures[J]. Journal of  Southwest  Jiaotong  University,  2020， 55(4)： 772-779. ( Chinese)

[66]    Zheng Shi-xiong, Shi Xin-hu, Jia Hong-yu, et al. Seismic response analysis of long-span and asymmetrical suspension bridges subjected to near-fault ground motion[J]. Engineering Failure Analysis. 115 (2020) 104615.

[67]    Chen, Z. Q., Zheng, S. X., Zhang, J., et al.  Efficient seismic reliability analysis of non-linear structures under non-stationary ground motions[J]. Soil Dynamics and Earthquake Engineering, 139 (2020) 106385.

[68]    CHEN Zhiqiang, ZHENG Shixiong, et al. Dynamic reliability analysis for strong nonlinear structures under non-stationary earthquake[J]. JOURNAL OF VIBRATION AND SHOCK, 2020, 39(19): 121-129. ( Chinese)

[69]    Hong-Yu Jia , Wei-Qin Yue , Shi-Xiong Zheng , et al. Time-dependent pounding probability analysis between adjacent decks of bridges under non-stationary stochastic seismic excitations[J]. Structures. 28 (2020) 2355–2366.

[70]    Zhi-Qiang Chen , Shi-Xiong Zheng, J et al. Seismic reliability analysis of high-pier railway bridges with correlated random parameters via an improved maximum entropy method[J]. Structures 33 (2021) 4538–4555.

[71]    Qiang Zhou , Shixiong Zheng, Zhiqiang Chen et al. Vortex-induced Vibration Reliability Analysis in Cable-stayed Bridges:Wind and Aerodynamic Uncertainties[J], Structural Engineering International, 2021,31:1, 51-59.

[72] Zhi-Qiang Chen, Shi-Xiong Zheng, et al. Seismic reliability evaluation of bridges under spatially varying ground motions using a four-parameter distribution[J]. Engineering Structures 247 (2021) 113157.

[73] Fengfan Yang, Shixiong Zheng, Qiang Zhou, et al. Vortex-excited force evolutionary characteristics of split three-box girder bridges during vortex-induced vibration[J]. Journal of Wind Engineering & Industrial Aerodynamics 218 (2021) 104762.

[74] CHEN Zhiqiang, ZHENG Shixiong. Improved maximum entropy method for seismic reliability analysis of bridges under uncertainty[J]. Journal of Harbin Institute of Technology, 2021, 53(9): 79-87.  ( Chinese)

[75]YANG Fengfan, ZHENG Shixiong, et al.  Wind-resistance performance and aerodynamic optimization of split 3-box section main girder bridges[J]. JOURNAL OF VIBRATION AND SHOCK, 2021, 40(19): 137-144. ( Chinese)

[76] Zihao Ding, Shixiong Zheng , Bo Yu . Probabilistic prediction and calibration for residual shear strength of corroded reinforced concrete columns[J]. Journal of Building Engineering 48 (2022) 103901.

科学研究

（1）主研国家支撑计划项目：跨海特大跨径钢箱梁悬索桥抗风关键技术研究，号：2008BAG07B02；

（2）主研国家支撑计划项目：新型抗风雨振桥梁缆索研究及产业化，号：2007BAE15B03；

（3）主研自然科学基金：大跨度桥梁主梁涡激振动特性研究，号：50978223；

（4）主持铁道部重点项目：南京大胜关长江大桥关键技术研究----大跨度铁路钢桁拱桥抗风性能研究，2006G006-B-2；

（5）主持铁道部重点项目：南疆铁路增建二线桥梁挡风墙结构试验研究，52007G043-02；

（6）主持铁道部重点项目：大跨度铁路斜拉桥关键技术试验研究—— 大跨度铁路斜拉桥抗风性能及抗风措施试验研究，2008G029-C；

（7）主持铁道部重点项目：高速铁路桥梁技术深化研究—大跨度公铁两用斜拉桥关键技术研究—大跨度公铁两用斜拉桥抗风模型试验研究2010G004-B-2；

（8）主持铁道部重点项目分项目：艰险困难山区高速铁路桥梁关键技术研究──山区高速铁路桥梁高墩结构设计技术研究，2010G018-A-4，80万

（9）主持国家自然科学基金面上项目：大跨度桁梁桥主梁的气动力特性研究，51378443，80万

（10）主持铁道部重点项目：新型、大跨度铁路桥梁建造关键技术研究——新建蒙西至华中铁路公安长江公铁两用特大桥和洞庭湖特大桥建造关键技术研究，2013G001-B，220万

（11）主持铁道总公司重点项目：新型、大跨度铁路桥梁建造关键技术研究——超千米跨度公铁两用斜拉桥新材料及轨道形位控制技术研究-超千米跨度公铁两用斜拉桥抗风性能及风致响应对轨道形位影响研究，2013G001‐A-1,190万

（12）主持铁道总公司重点项目：千米跨度公铁两用悬索桥关键技术研究，铁道部重点，2015G002-A，2015-2017，175万

（13）甬舟铁路跨海大桥抗风性能研究及风-车-桥动力响应分析(西堠门水道桥、桃夭门水道桥及蛟门水道桥)，横向，2017.8～2019.12，110万

（14）宁波至舟山铁路西堠门公铁两用大桥抗风性能风洞模型试验与抗风措施开发研究，2020-2023，128万

(1) 桥梁抗风抗震及其动力行为。
(2) 结构抗风。
(3) 减灾防灾工程。