发表论文 |
[1] Nie Leixin, Jiang Lizhong, Zhou Wangbao*, Jiang Zhiyong, Feng Yulin, Lai Zhipeng. Quasi-static testing of rocking piers for railway bridges[J]. Engineering Structures, 2025,332: 120110.（TOP期刊） [2] Nie Leixin, Jiang Lizhong, Zhou Wangbao*, Wu Xia, Fu Hao, Wang Xiaochanjuan, Jiang Zhiyong, Lai Zhipeng. Experimental evaluation of rocking piers for railway bridges: shaking table tests[J]. Engineering Structures, 2025,334: 120280.（TOP期刊） [3] Nie Leixin, Jiang Lizhong, Zhou Wangbao*, Wu Xia, Lai Zhipeng, Feng Yulin. Seismic performance of railway rocking hollow tall piers under near-fault ground motions[J]. Soil Dynamics and Earthquake Engineering, 2023,166: 107774.（TOP期刊） [4] Nie Leixin, Jiang Lizhong, Feng Yulin, Zhou Wangbao*, Xiao Xiang. A theoretical mapping model for bridge deformation and rail geometric irregularity considering interlayer nonlinear stiffness[J]. Steel and Composite Structures, 2023,46(1): 93-105. [5] Nie Leixin, Jiang Lizhong, Zhou Wangbao*, Wang Xiaochanjuan, Jiang Zhiyong, Fu Hao. Study on applicability of rocking piers to high-speed railway bridge-track system under strong ground motions[J]. Structure and Infrastructure Engineering, 2024: 1-12.（国际桥梁维护与安全协会会刊） [6] 聂磊鑫, 蒋丽忠, 周旺保*. 一种研究高铁轨面-桥梁横向变形映射关系的精细化解析模型[J]. 工程力学, 2024,41(07): 88-98. [7] Nie Leixin, Jiang Lizhong, Zhou Wangbao, Wu Xia*, Dong Jun, Yu Jian. Evaluation of rocking seismic isolation performance of railway tall piers with different energy dissipation devices[J]. Structures, 2023,56: 104923. [8] Nie Leixin, Jiang Lizhong, Zhou Wangbao*, Feng Yulin. Mapping relation between rail and bridge deformation considering nonlinear contact of interlayer[J]. Materials, 2021,14: 6653. [9] Zhou Wangbao, Nie Leixin（共同一作）, Jiang Lizhong*, Feng Yulin, Tan Zhihua, Chai Xilin. Mapping relation between pier settlement and rail deformation of unit slab track system[J]. Structures, 2020,27: 1066-1074. [10] Jiang Lizhong, Nie Leixin, Zhou Wangbao*, Wu Xia, Liu Lili. Distortional buckling analysis of steel-concrete composite box beams considering effect of stud rotational restraint under hogging moment[J]. Journal of Central South University, 2022,(29): 3158-3170. [11] 蒋丽忠, 聂磊鑫, 周旺保*, 张云泰, 余建, 柴喜林. 高速铁路轨道−简支梁桥系统桥上行车性能试验研究[J]. 中南大学学报(自然科学版), 2022,53(5): 1711-1718. [12] 周旺保, 王晓婵娟, 聂磊鑫*, 蒋丽忠, 付豪, 蒋智勇. 高速铁路自复位摇摆桥墩抗震性能分析[J]. 中国铁道科学, 2024,45(3): 38-49. [13] 吴霞, 丁发兴, 聂磊鑫*. AC-13沥青混合料损伤比强度理论及车辙现象预测[J]. 铁道科学与工程学报, 2025,22(1): 172-180. [14] 丁发兴, 吴霞*, 向平, 余志武, 聂磊鑫. 钢纤维混凝土多轴损伤比强度准则[J]. 工程力学, 2022,39(9): 123-132. [15] Wu Xia, Ding Faxing, Chen Jiaqi, Nie Leixin*, Yu Zhiwu. Damage ratio strength criterion for asphalt mixtures and its application in rutting prediction[J]. Mechanics of Materials, 2024,199: 105165. [16] 李常青*, 钟志强, 蒋丽忠, 聂磊鑫. 单步无条件稳定结构动力求解隐式算法[J]. 铁道科学与工程学报, 2023,20(8): 3026-3038. [17] 蒋丽忠, 付豪, 周旺保*, 聂磊鑫, 王晓婵娟, 蒋智勇, 赵坚, 蒋星宇. 随机地震下耗能构件关键参数对自复位桥墩地震响应的影响[J]. 中南大学学报（自然科学版）, 2024,55(10): 3779-3786. [18] 冯玉林, 蒋丽忠*, 陈梦成, 聂磊鑫, 余建, 吴凌旭. 地震作用下轨道-桥梁系统损伤与轨道不平顺的对应关系[J]. 交通运输工程学报, 2021,21(3): 203-214. [19] 蒋丽忠, 冯玉林, 周旺保*, 聂磊鑫, 向平, 周文. 高铁连续梁桥横向变形与轨面几何形态变化的映射关系研究[J]. 建筑结构学报, 2021,42(4): 215-222. [20] 蒋丽忠, 冯玉林, 周旺保*, 聂磊鑫, 谭志化, 张云泰, 郑兰. 近断层脉冲型强震下高铁桥梁路基轨道系统的地震响应分析[C]. 第28届全国结构工程学术会议, 南昌, 2019. [21] 冯玉林, 蒋丽忠, 周旺保*, 何彬彬, 聂磊鑫, 谭志化. 桥上CRTSⅡ型板式无砟轨道层间关键构件的地震响应规律及参数影响分析[J]. 铁道标准设计, 2020,64(10): 30-34. [22] 刘丽丽, 蒋丽忠, 刘祥, 周旺保*, 聂磊鑫, 邵光强. 基于里兹法的高速铁路桥梁横向变形与轨面变形解析模型研究[J]. 中南大学学报（自然科学版）, 2021,52(12): 4349-4360. [23] Yu Jian, Jiang Lizhong, Zhou Wangbao*, Liu Xiang, Nie Leixin, Zhang Yuntai, Feng Yulin, Cao Shanshan. Running test on high-speed railway track-simply supported girder bridge systems under seismic action[J]. Bulletin of Earthquake Engineering, 2021,19(9): 3779-3802. [24] Feng Yulin, Jiang Lizhong, Zhou Wangbao*, Han Jianping, Zhang Yuntai, Nie Leixin, Tan Zhihua, Liu Xiang. Experimental investigation on shear steel bars in CRTS II slab ballastless track under low-cyclic reciprocating load[J]. Construction and Building Materials, 2020,255: 119425. [25] Lai Zhipeng, Kang Xin, Jiang Lizhong, Zhou Wangbao*, Feng Yulin, Zhang Yuntai, Yu Jian, Nie Leixin. Earthquake Influence on the Rail Irregularity on High-Speed Railway Bridge. Shock and Vibration, 2020,2020:4315304. |
专利 |
[1] 蒋丽忠, 聂磊鑫, 周旺保, 彭东航, 左勇健, 王晓婵娟, 任振彬, 蒋智勇, 付豪. 一种针对高速铁路空心摇摆桥墩的可更换抗剪耗能装置: CN202210137410.5, 2023-03-21. [2] 蒋丽忠, 聂磊鑫, 周旺保, 冯玉林, 郑兰, 刘丽丽, 刘韶辉, 吴凌旭, 许添鑫. 一种高速铁路桥梁震致损伤后轨道映射变形的计算方法: CN202010123856.3[P]. 2022-06-07. [3] 周旺保, 聂磊鑫, 蒋丽忠, 谭志化, 冯玉林, 柴喜林, 赖智鹏, 张云泰, 余建. 装配式预应力组合箱梁: CN201920916451.8[P]. 2020-05-12. [4] 周旺保, 侯宇, 聂磊鑫, 吴凌旭, 刘韶辉, 蒋丽忠. 轨道桥梁系统震后响应和通行能力计算方法、介质及设备: CN202510740231.4[P]. 2025-08-19. [5] 侯宇, 周旺保, 聂磊鑫, 蒋丽忠. 高速铁路桥梁震后行车速度阈值计算方法、介质及设备: CN202510742858.3[P]. 2025-07-18. [6] 周旺保, 廖学虹, 聂磊鑫, 侯宇, 钟不凡, 蒋丽忠. 一种摇摆桥墩的摇摆限位装置及含该装置的摇摆桥墩: CN202410646285.X[P]. 2024-07-19. [7] 周旺保, 侯宇, 聂磊鑫, 廖学虹, 钟不凡, 蒋丽忠. 一种自复位摇摆桥墩: CN202410646338.8[P]. 2024-08-06. [8] 周旺保, 彭东航, 蒋丽忠, 聂磊鑫, 左勇健, 王晓婵娟, 任振彬. 一种设有减震耗能装置的铁路摇摆空心高墩: CN202210151274.5[P]. 2022-09-20. [9] 蒋丽忠, 左勇健, 周旺保, 聂磊鑫, 彭东航, 王晓婵娟, 任振彬, 祖凌智. 一种用于高速铁路的减隔震摇摆桥墩: CN202210138228.1[P]. 2023-03-21. [10] 蒋丽忠, 余建, 周旺保, 张云泰, 聂磊鑫, 冯玉林, 赖智鹏, 刘丽丽, 谭志化, 刘韶辉, 钟天璇. 近断层地震作用下高铁桥梁-轨道系统适用性评价方法: CN202010146738.4[P]. 2022-02-11. [11] 周旺保, 任振彬, 蒋丽忠, 彭东航, 聂磊鑫, 左勇健, 王晓婵娟. 一种内置耗能装置的装配式摇摆桥墩及其预制和装配方法: CN202210419670.1[P]. 2022-06-14. [12] 周旺保, 王晓婵娟, 蒋丽忠, 彭东航, 聂磊鑫, 任振彬. 一种内置波纹腹板阻尼器的限位自复位铁路摇摆空心桥墩: CN202210419681.X[P]. 2025-01-28. [13] 冯玉林, 蒋丽忠, 周旺保, 陈梦成, 张云泰, 何彬彬, 聂磊鑫, 柴喜林, 吴凌旭, 高鸽, 刘韶辉, 许添鑫. 一种震致损伤无砟轨道不平顺谱的建立方法及计算系统: CN202010653878.0[P]. 2022-06-03. [14] 冯玉林, 文胜, 周旺保, 蒋丽忠, 陈梦成, 何彬彬, 刘韶辉, 聂磊鑫, 张云泰. 一种基于解析映射关系的震后高铁连续梁桥墩不均匀变形阈值计算方法: CN202110369552.X[P]. 2023-05-02 [15] 冯玉林, 蒋丽忠, 周旺保, 陈梦成, 张云泰, 何彬彬, 柴喜林, 聂磊鑫, 吴凌旭. 一种轨道-桥梁系统部件的低周往复荷载试验装置: CN202021327934.3[P]. 2021-03-23 |
