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个人信息Personal Information
副教授
博士生导师
硕士生导师
教师拼音名称：zhengweiqi
出生日期：1991-01-09
电子邮箱：
入职时间：2021-09-02
所在单位：土木工程学院
学历：博士研究生毕业
办公地点：高速铁路建造技术国家工程研究中心
性别：男
联系方式：894976175@qq.com
学位：工学博士学位
在职信息：在职
毕业院校：中南大学
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- [21] 郑纬奇,朱志辉,盛兴旺,等.高铁大跨度斜拉桥上无砟轨道变形适应性理论与试验研究[J].铁道科学与工程学报:1-11.
- [20] 盛兴旺,郭舜哲,郑纬奇*,等.公铁两用大跨度斜拉桥-无砟轨道体系变形适应性研究[J].铁道科学与工程学报:1-10.
- [19] 盛兴旺,林超,郑纬奇*,等.软粘土地区深大基坑工程桩-连续墙体系空间变形效应[J].铁道科学与工程学报:1-11
- [18] 郑纬奇,陈奏捷,盛兴旺,等. 高速铁路拱塔斜拉桥上无砟轨道隔离层变形协调性能研究[J].铁道科学与工程学报,2023,20(11):4256-4265.
- [17] 盛兴旺,孙青山,郑纬奇*,等.铁路新型标准混凝土箱梁预应力锚固区力学行为精细化研究[J].铁道科学与工程学报,2023,20(07):2572-2581.
- [16] 郑纬奇,盛兴旺,朱志辉,等.高速铁路大跨度斜拉桥上无砟轨道振动特性试验研究[J].土木工程学报,2023,56(05):79-88.
- [15] Xingwang Sheng, Tao Shi, Weiqi Zheng*, et al. Time-varying non-uniform temperature distributions in concrete box girders caused by solar radiation in various regions in China [J]. Advances in Mechanical Engineering, 2022, 14(2): 1-13.
- [14] Tao Shi, Xingwang Sheng, Weiqi Zheng*, et al. Vertical temperature gradients of concrete box girder caused by solar radiation in Sichuan-Tibet railway [J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering). 2022, 23, 375-387.
- [13] Weiqi, Zheng, Xingwang Sheng, Zhihui Zhu, Tao Shi. Effect of reverse bending deformation of large-span cable-stayed bridge on ballastless tracks' behaviors [J]. Structural Engineering and Mechanics. 2021,80(2): 169-179.
- [12] Xingwang Sheng, Weiqi Zheng*, Ying Yang. Tensile and high-cycle fatigue performance of HRB500 high-strength steel rebars joined by flash butt welding. Construction and Building Materials. 2020, 241, 118037.
- [11] Xingwang Sheng, Weiqi Zheng*, Zhihui Zhu, et al. Full-scale fatigue test of unit-plate ballastless track laid on long-span cable-stayed bridge. Construction and Building Materials. 2020, 247, 118601.
- [10] Xingwang Sheng, Weiqi Zheng*, Zhihui Zhu, et al. Properties of rubber under-ballast mat used as ballastless track isolation layer in high speed railway. Construction and Building Materials. 2020, 240, 117822.
- [9] Weiqi Zheng*, Xingwang Sheng, Zhihui Zhu, et al. Experimental study on deformation characteristics of ballastless tracks under downward bending deformation of long-span cable-stayed bridge. Engineering Structures. 2020, 210, 110363.
- [8] 盛兴旺，郑严煌，郑纬奇*，等. 基于实时阴影技术的混凝土梁竖向温度梯度模式.华南理工大学学报（自然科学版）. 2020, (51)10:60-68.
- [7] Xingwang Sheng, Weiqi Zheng*, Ting He, et al. Case study of a long-span high-speed railway bridge of rigid girder and flexible arch. Structural Engineering International. 2019,11,1681345.
- [6] Xingwang Sheng, Weiqi Zheng*, Zhihui Zhu, et al. Ganjiang Bridge: the first long-span cable-stayed bridge with ballastless track in high speed railway. Structural Engineering International. 2019,10,1671157.
- [5] 郑纬奇，盛兴旺*，李铭伟，等. 不同预测模型下钢-混结合梁收缩徐变效应对比分析.桥梁建设. 2019, (49)5:63-68.
- [4] 盛兴旺，郑纬奇*，杨鹰，等. 混凝土曲梁刚构桥日照时变温度场及温度效应研究.交通运输工程学报. 2019, (19)4:70-78.
- [3] 盛兴旺，杨鹰，郑纬奇*，等. 梁拱组合体系桥梁整体节点分析方法对比研究.铁道科学与工程学报. 2019, (16)5:1134-40.