期刊论文：
[1] Cai X, Jiang L, Qiu J, Orabi MA, Yang C, Lou G, Khan M, Yuan Y, Li G, Usmani, A. Dual-3D hybrid fire simulation for modelling steel structures in fire with column failure[J]. Journal of Constructional Steel Research,2022,197,107511.(SCI, JCR Q2)
[2] Yang C, Cai X*, Yuan Y, Ma Y. Hybrid simulation of soil station system response to two-dimensional earthquake excitation[J]. Sustainability, 2019, 11, 2582. (SCI, JCR Q2)
[3] Cai X, Taerwe LR, Yuan Y. Hysteretic behavior of UHPC beam-column joints after fire exposure[J]. Fire Safety Journal, 2020, 117,102987. (SCI, JCR Q2)
[4] Yang C, Cai X*, Dong G, Schellenberg A, You S. Real-Time Hybrid Simulation of a Single-Span Girder Bridge Using a Shake Table Coupled with an Actuator[J]. KSCE Journal of Civil Engineering, 2021, 25(7): 2544-2554. (SCI, JCR Q3)
[5] Cai X, Sun S, Zhou G. An experimental strain-based study on the working state of husk mortar wallboards with openings[J]. Applied Sciences. 2020, 10, 710. (SCI, JCR Q2)
[6] Cai X, Yang C, Yuan Y. Hybrid simulation of seismic responses of a typical station with a reinforced concrete column[J].Applied Sciences. 2020, 10, 1331. (SCI, JCR Q2)
[7] Yu H, Li Y, Shao X, Cai X. Virtual hybrid simulation method for underground structures subjected to seismic loadings [J]. Tunnelling and Underground Space Technology, 2021, 110, 103831. (SCI, JCR Q1)
[8] Yang C, Cai X*. Seismic response of long-span bridges considering non-uniform excitation effect: model design and shake table testing [J]. KSCE Journal of Civil Engineering, 2022, 26(1): 286-297. (SCI, JCR Q3)
[9] Cai X, Yang C*, Yuan Y, Jiang L. Effects of reinforcement ratio on seismic performance of hypothetical stations determined by full-scale central column tests[J]. Bulletin of Earthquake Engineering, 2022, 20:1115-1141. (SCI, JCR Q2)
[10] Cai X, Jiang L, Yang C, Lou G, Yuan Y, Li G, Usmani A. Hybrid simulation with multiple synchronized substructures as virtual fire-exposed models and physical specimen in laboratory[J]. Structures.2024, 60: 105936.(SCI, JCR Q2)
[11] Sun L, Liu L, Wu J, Zhang J, Cai X, Wang Y, Hou G. Tensile behaviour of T-stub to hollow section column using elliptical-head one-side bolts[J]. Journal of Constructional Steel Research,2024, 213, 108438.(SCI, JCR Q2)
[12] Sun L Shang Y, Kong J, He M, Hou G, Cai X, Zhang X, Wu J, Wang P. Prediction method for bending moment capacities and failure modes of TSOBs bolted I-beam to hollow section square column[J]. Journal of Constructional Steel Research,2024,214,108449.(SCI, JCR Q2)
[13] Zhang S, Hou G, Yang C,Yue Z, Wang Y, He M, Sun L,Cai X*. Investigations on seismic performance of nuclear power plants equipped with an optimal BIS-TMDI considering FSI effects[J]. Nuclear Engineering and Technology,2024. Accepted .(SCI, JCR Q1)
[14] Qiu J, Jiang L, Cai X, Li G, Usmani A. Reconstruct the 3D load redistribution paths of framed structures subjected to local column failure and multi-floor fire[J]. Structures, 2023, 58: 105668.(SCI, JCR Q2)
[15] Cai X, Yang C, Yuan Y, Liu ZY, Jiang LM. Effects of Axial Compression Ratio on Seismic Behavior of Shallow-buried Rectangular Stations: Hybrid Simulation and Quasi-static Test. (Under Review)
[16] Yang C, Cai X*, Lai Z, Yuan Y. Hybrid test of a simply-supported bridge with high- damping rubber bearings[J]. Frontiers in Built Environment, 2020, 6, 00141. (ESCI)
[17] 杨澄宇,蔡雪松*,袁勇.地铁车站钢筋混凝土中柱试件抗震混合试验研究[J]. 振动与冲击, 2020, 39(15): 126-132.(EI)
[18] 杨澄宇,蔡雪松*,马原驰,袁勇.基于OpenFresco平台混合试验时长研究[J].工程科学与技术,2020,(4):1-8. (EI)
[19] 蔡雪松,杨澄宇,李衍熹,袁勇.OpenFresco平台混合试验研究与应用[J]. 地震工程与工程振动,2019,39(03):185-194. (中文核心)
[20] 杨澄宇,马原驰,蔡雪松*.自复位防屈曲支撑框架结构混合试验研究[J]. 结构工程师,2019,35(03):51-56. (中文核心)
[21] 杨澄宇,蔡雪松*,袁勇.地铁车站地震响应虚拟混合试验研究[J]. 地震工程与工程振动,2019,39(05):234-240. (中文核心)
[22] 杨澄宇,蔡雪松*,袁勇.大空间地下结构地震响应混合试验研究[J]. 世界地震工程, 2019,35(04):210-217. (中文核心)
[23] 薛源,邱俊男,刘涛,蔡雪松,袁勇.隧道上层车道预制梁钢筋搭接试验研究[J].中国市政工程,2020,(3):66-69. (中文核心)
[24] 袁勇,王祺,蔡雪松.深厚软土场地道路隧道结构横向地震响应分析[J].中国市政工程, 2020,(5):79-83. (中文核心)
[25] 宋旭亮,杨澄宇,蔡雪松,闫超.纵向抗震支吊架拟静力试验研究[J].建筑结构,2022,52(S1):853-857. (中文核心)
[26] 袁勇,杨澄宇,蔡雪松*.基于模态等效法的地铁车站抗震虚拟实时混合试验研究[J].城市轨道交通研究,2022,(8):187-191. (中文核心)
[27] 靳永福,闫超,杨澄宇,蔡雪松.斜撑安装位置对车站吊架横向抗震性能影响的试验研究[J].结构工程师,2023,39(02):107-115.(中文核心)
会议论文：
[1] Cai X, Ye Z, Yuan Y. Two-dimensional finite element analysis of the seismic performance in complex underground structure[C]. IALCCE2018, Ghent Belgium, 2018. (EI)
[2] Cai X, Xu C, Yuan Y. Experiments on fire resistance performance of uhpc beam-column joint in underground structures[C]. FIB2018 Melbourne, Australia,2018. (EI)
[3] Cai X, Yang C, Yuan Y. Evaluation of the failure of the Daikai station[C]. OpenSEES Days Eurasia, Hongkong, 2019.
[4] Cai X, Yuan Y, Yu H. Hybrid simulation of the seismic performance in a typical subway station[C]. Ita-aites World Tunnel Congress 2018,Dubai,2018.
[5] Xue Y, Qiu J, Cai X, Yuan Y. Experimental study on precast beams with steel fiber reinforced concrete post-cast in joint aera[C]. FIB2020 Shanghai, China,2020.
