发表论文(第一作者/通讯作者):
[1]袁阳光,伊廷华,辛公锋,等.基于挠度监测的混凝土桥梁实时安全评估方法研究[J/OL].土木工程学报,1-18[2024-10-12]. (EI)
[2]辛公锋, 袁阳光(通讯), 韩涛, 等.胶州湾跨海大桥箱梁氯离子侵蚀状态及细观结构特征分析[J]. 重庆交通大学学报(自然科学版), 2024,43(07):1-8.(中文核心)
[3]辛公锋, 龙关旭, 袁阳光(通讯), 等. 高强钢丝两种镀层耐蚀性及点蚀概率模型[J]. 西安建筑科技大学学报(自然科学版), 2023,55(04):616-623. (中文核心).
[4]Long G X, Yuan Y G(通讯), Xin G F, et al. Experimental based time-dependent reliability assessment of corrosion initiation for PC girders in frozen marine environment[J]. Construction and Building Materials, 2023, 408: 133461. (SCI)
[5]Yuan Y G, Liu X D, Pu G N, et al. Corrosion features and time-dependent corrosion model of Galfan coating of high strength steel wires[J]. Construction and Building Materials, 2021, 313: 125534. (SCI)
[6]Yuan Y G, Liu X D, Pu G N, et al. Temporal and spatial variability of corrosion of high strength steel wires within a bridge stay cable[J]. Construction and Building Materials, 2021, 308: 125108. (SCI)
[7]Yuan Y G, Han W S, Li G L, et al. Time-dependent reliability assessment of existing concrete bridges including non-stationary vehicle load and resistance processes[J]. Engineering Structures, 2019, 197: 109426. (SCI)
[8]袁阳光,陈笑,韩万水,等.在役混凝土桥梁非平稳抗力劣化模型建立与更新[J].中国公路学报,2019,32(12):145-155. (EI)
[9]袁阳光,韩万水,谢青,等.非平稳车载及抗力劣化进程下混凝土桥梁时变可靠性评估[J].中国公路学报,2020,33(03):85-96.(EI)
[10]袁阳光, 韩万水, 李光玲, 等.考虑非平稳因素的混凝土桥梁概率极限状态评估[J].工程力学, 2020, 37(08): 167-178. (EI)
[11]高文博, 袁阳光, 黄平明, 等.大件运输车载下考虑强度退化过程的钢绞线斜拉索安全评估[J]. 中国公路学报, 2020, 33(08): 169-181. (EI)
[12]Yuan Y G, Han W S, Xu X, et al. Permit checking of overloaded customized transport vehicle based on serviceability limit state reliability of concrete bridges. Advances in Structural Engineering, 2021, 24(5): 884-896. (SCI)
[13]Yuan Y G, Han W S, Guo T, et al. Establishment and Updating of Non-stationary Resistance Deterioration Model of Existing Concrete Bridge Component[J]. Journal of Performance of Constructed Facilities, 2020, 34(6): 04020104. (SCI)
[14]袁阳光, 周广利, 高文博, 等.考虑安全性与正常使用性能的大件车辆过桥评估方法[J].工程力学,2021,38(07):147-158. (EI)
[15]Yuan Y G, Han W S, Huang P M, et al. Structure safety assessment under heavy traffic based on weigh in motion and simulation analysis[J]. Advances in Structural Engineering, 2017(5):136943321769562. (SCI)
[16]Han W S, Yuan Y G (通讯), Huang P M, et al. Dynamic Impact of Heavy Traffic Load on Typical T-Beam Bridges Based on WIM Data[J]. Journal of Performance of Constructed Facilities, 2017, 31(3):04017001. (SCI)
[17]Han W S, Yuan Y G (通讯), Xie Q., et al. Reliability-Based Truck Weight Regulation of Small- to Medium-Span Bridges[J]. Journal of Bridge Engineering, 2018, 23(1): 04017109. (SCI)
[18]Han W S, Yuan Y G (通讯), Chen X., et al. Safety Assessment of Continuous Beam Bridges under Overloaded Customized Transport Vehicle Load[J]. Journal of Bridge Engineering, 2018, 23(6): 04018030. (SCI)
[19]Han W S, Yuan Y G (通讯), Xie Q., et al. Load Effect, Safety Assessment and Traffic Strategy of Multi-girder Bridges under Lateral Eccentric Customized Transport Vehicle[J]. Journal of Performance of Constructed Facilities, 2019, 33(2): 04018110. (SCI)
[20]袁阳光, 黄平明, 韩万水,等. 基于可靠度理论的中小跨径桥梁卡车载重限值研究[J]. 工程力学, 2017, 34(8):161-170. (EI)
[21]黄平明, 袁阳光 (通讯), 赵建峰,等. 重载交通下空心板桥梁承载能力安全性[J]. 交通运输工程学报, 2017, 17(3):1-12. (EI)
[22]袁阳光, 郭雷, 裴浩楠,等. G104国道卡车荷载概率特性分析[J]. 北京工业大学学报, 2017, 43(11):1697-1705. (中文核心)