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.