与学生合作科研成果 在国内外核心期刊发表学术论文百余篇,《ASCE-Journal of Structural Engineering》、《Engineering Structures》等英文SCI论文61篇,《土木工程学报》、《建筑结构学报》等EI论文32篇,出版学术专著1本,授权国家发明专利32项和软件著作权2项,参编国家/地方标准3项。近年与学生合作的代表性英文论文如下: 谢钦:2014级博士 (2018年毕业,共发表SCI论文10篇) [1] Qin Xie, Zhen Zhou, Jiahao Huang, Shaoping Meng. Influence of tube length tolerance on seismic responses of multi-storey buildings with dual-tube self-centering buckling-restrained braces. Engineering Structures, 2016, 116: 26-39. [2] Qin Xie, Zhen Zhou, Jiahao Huang, Dongping Zhu, Shaoping Meng. Finite element analysis of dual-tube self-centering buckling-restrained braces with composite tendons. ASCE-Journal of Composites for Construction, 2017, 21(3): 04016112. [3] Qin Xie, Zhen Zhou, Shaoping Meng. Experimental investigation of the hysteretic performance of self-centering buckling-restrained braces with friction fuses. Engineering Structures, 2020, 203: 109865. [4] Qin Xie, Zhen Zhou, Shaoping Meng. Behavior of BFRP tendon systems under cyclic loading and its influence on the dual-tube SC-BRB hysteretic performance. Construction and Building Materials, 2020, 259: 120388. [5] Qin Xie, Zhen Zhou, Lingxin Zhang. Influence of the rubber end plate on the hysteretic performance of SC-BRBs and structural seismic design. Engineering Structures, 2021, 242: 112475. [6] Qin Xie, Zhen Zhou. Influence of SC-BRB design load with trilinear flag-shaped hysteresis behaviour on the seismic performance of braces and structures. Engineering Structures, 2023. [7] Zhen Zhou, Qin Xie, Xuecheng Lei, Xianting He, Shaoping Meng. Experimental investigation of the hysteretic performance of dual-tube self-centering buckling-restrained braces with composite tendons. ASCE-Journal of Composites for Construction, 2015, 19(6): 04015011. 黄小刚:2015级博士 (2019年毕业,共发表SCI论文11篇) [1] Xiaogang Huang, Zhen Zhou, Yuhang Wang. Investigation of the seismic behaviour of masonry infilled self-centring beam moment frames using a new infill material model. Bulletin of Earthquake Engineering, 2021: 1-24. [2] Xiaogang Huang, Zhen Zhou, Matthew R. Eatherton, et al Experimental investigation of self-centering beams for moment-resisting frames. Journal of Structural Engineering-ASCE, 2020, 146(3): 04019214. [3] Xiaogang Huang, Matthew R. Eatherton, Zhen Zhou. Initial stiffness of self-centering systems and application to self-centering-beam moment-frames. Engineering Structures, 2020, 203: 109890. [4] Xiaogang Huang, Zhen Zhou, Qin Xie, et al. Force distribution analysis of self-centering coupled-beams for moment-resisting-frames without floor elongation. Engineering Structures. 2017, 147: 328-344. [5] Xiaogang Huang, Zhen Zhou, Yuhang Wang. Seismic design and performance of self-centering-beammoment-frames. Journal of Constructional Steel Research, 2020,170: 106089. 黄林杰:2016级博士 (2020年毕业,共发表SCI论文9篇) [1] Linjie Huang, Zhen Zhou, Yang Wei, Qin Xie, Xiaoyun Sun. Seismic performance and resilience assessment of friction damped self-centering prestressed concrete frames. Engineering Structures, 2022, 263, 114346. [2] Linjie Huang, Patricia M. Clayton, Zhen Zhou. Seismic design and performance of self-centering precast concrete frames with variable friction dampers. Engineering Structures. 2021, 245: 112863. [3] Linjie Huang, Zhen Zhou, Patricia M. Clayton, Bin Zeng, Jian Qiu. Experimental investigation of friction-damped self-centering prestressed concrete beam-column connections with hidden corbels. ASCE-Journal of Structural Engineering. 2020, 146(3): 04019228. [4] Linjie Huang, Zhen Zhou, Xiaogang Huang, Yongwei Wang. Variable friction damped self-centering precast concrete beam–column connections with hidden corbels: Experimental investigation and theoretical analysis. Engineering Structures. 2020,206:110150. 田会文:2018级博士 (2022年毕业,共发表SCI论文6篇) [1] Tian HW, Zhou Z, Li B, et al. Effect of strain gradient on the stress-strain relationship of FRP confined ultra-high performance concrete[J]. Composite Structures, 2022. [2] Tian HW, Zhou Z, Wei Y, et al. Experimental and numerical investigation on the seismic performance of concrete-filled UHPC tubular columns[J]. Journal of Building Engineering, 2021, 43: 103118. [3] Tian HW, Zhou Z, Wei Y, et al. Behavior of FRP-confined ultra-high performance concrete under eccentric compression[J]. Composite Structures, 2021, 256: 113040. [4] Tian HW, Zhou Z, Zhang Y, et al. Axial behavior of reinforced concrete column with ultra-high performance concrete stay-in-place formwork[J]. Engineering Structures, 2020. [5] Tian HW, Zhou Z, Wei Y, et al. Behavior and modeling of ultra-high performance concrete-filled FRP tubes under cyclic axial compression[J]. ASCE-Journal of Composites for Construction, 2020, 24(5): 04020045. [6] Tian HW, Zhou Z, Wei Y, et al. Experimental investigation on axial compressive behavior of ultra-high performance concrete (UHPC) filled glass FRP tubes[J]. Construction and Building Materials, 2019, 225: 678-691. 王永玮:2019级博士 (在读,共发表SCI论文11篇) [1] Wang Yongwei, Zhou Zhen, Xie Yazhou, et al. Theoretical model to predict the seismic drift concentration effect for self-centering-braced frame. Journal of Constructional Steel Research. 2023, 207: 107950. [2] Wang Yongwei, Zhou Zhen, Ge Hanbin, et al. Experimental validation and numerical simulation of a dual-self-centering variable friction braced frame under strong ground motions. Journal of Building Engineering. 2022, 56: 104761. [3] Wang Yongwei, Zhou Zhen, Zhang L, et al. Quantification of higher mode effects of steel frame and control method using dual self-centering variable friction damper brace[J]. Engineering Structures, 2021, 240: 112368. [4] Wang Yongwei, Zhou Zhen, Xie Qin, et al. Theoretical analysis and experimental investigation of hysteretic performance of self-centering variable friction damper braces[J]. Engineering Structures, 2020, 217: 110779. [5] Wang Yongwei, Zeng Bin, Zhou Zhen, et al. Shaking table test of a three-story frame with resilient variable friction braces. Journal of Constructional Steel Research. 2022, 192: 107252 丁一:2020级博士 (在读,共发表SCI论文4篇,在审SCI论文2篇) [1] Ding Y, Zeng B, Zhou Z, Wei Y, Huang YL. Behavior of UHPC columns confined by high-strength transverse reinforcement under eccentric compression[J]. Journal of Building Engineering, 2023: 106352. [2] Ding Y, Zhou Z, Wei Y, Huang YL, Tian HW. Axial compressive behavior of ultra-high performance concrete confined by high-strength transverse reinforcements[J]. Construction and Building Materials, 2022, 324 (2022): 126518. [3] Ding Y, Zhou Z, Huang LJ, Si Y. Seismic performance of self-centering glulam frame with friction damper[J]. Engineering Structures, 2021: 112857. 刘文豪:2022级博士 (在读,共发表SCI论文2篇,在审SCI论文2篇) [1] Liu Wenhao, Zeng Bin, Zhou Zhen, Zheng Yifan. Theoretical study on progressive collapse of truss string structures under cable rupture[J]. Journal of Constructional Steel Research.2022,199, 107609. [2] Gong Peng, Liu Wenhao*, Zeng Bin, Zhou Zhen. Experimental and numerical study on the axial compression performance of the prestressed sleeved members[J]. Thin-Walled Structures.2022,181, 110049. 硕士代表性SCI论文 [1] Zheng JL(硕士), Huang L, Zhou Z, Huang L. Seismic resilience assessment of self-centering prestressed concrete frame with different energy dissipation ratio and second stiffness. Journal of Building Engineering. 2023;63:105516. [2] Chang D(硕士), Zeng B, Huang L, Zhou Z. Investigation on progressive collapse resistance of prestressed concrete frames with infilled walls[J]. Engineering Failure Analysis, 2023, 143: 106866. [3] Li CJ(硕士), Zhou Z, Zhu YZ, Lu L. A unified damage factor model for ductile fracture of steels with different void growth and shrinkage rates. Fatigue & Fracture of Engineering Materials & Structures, 2018, 41(5): 1132-1145. [4]Li CJ(硕士), Zhou Z, Zhu Y. A uniaxial constitutive model for NiTi shape memory alloy bars considering the effect of residual strain[J]. Journal of Intelligent Material Systems and Structures, 2019, 30(8): 1163-1177. |