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[1] Gao, S. B., Gao, W. M., Zhang, Q. L., and Shen, Z. Y. :Research on the measures for enhancing the torsional rigidity of SANTANA-2000 BIW,Automotive Engrg., Vol. 18(2), pp. 72-76, 1996. (EI收录,Accession No.: 1997033548041)
[2] Ge, H.B., Gao, S.B., Usami, T., and Matsumura, T. :Numerical study on cyclic elasto-plastic behavior of steel bridge piers of pipe-sections without stiffeners, J. of Struct. Mech. and Earthquake Engrg., Japan Society of Civil Engineers (JSCE), No. 577/I-41, pp. 181-190, 1997.
[3] Gao, S. B., Usami, T., and Ge, H. B. :Ductility evaluation of steel bridge piers with pipe sections, J. Engrg. Mech., ASCE, Vol. 124(3), pp. 260-267, 1998. (SCI收录,IDS Number: YX291,IF=2.620,2区)
[4] Gao, S. B., Usami, T., and Ge, H. B. :Ductility of steel short cylinders in compression and bending, J. Engrg. Mech., ASCE, Vol. 124(2), pp. 176-183, 1998. (SCI收录,IDS Number: YT178,IF=2.620,2区)
[5] Ge, H.B., Gao, S.B., and Usami, T.:Experimental verification of elasto-plastic constitutive models in the prediction of cyclic behavior of steel structures, J. Struct. Engrg., JSCE, Vol. 44A, pp. 201-210, 1998.
[6] Gao, S. B., Usami, T., and Ge, H. B. :Eccentrically loaded steel columns under cyclic out-of-plane loading, J. Struct. Engrg., ASCE, Vol. 126(8), pp. 974-981, 2000. (SCI收录,IDS Number: 337PF,IF=3.312,2区)
[7] Gao, S. B., Usami, T., and Ge, H. B. :Eccentrically loaded steel columns under cyclic in-plane loading, J. Struct. Engrg., ASCE, Vol. 126(8), pp. 964-973, 2000. (SCI收录,IDS Number: 337PF,IF=3.312,2区)
[8] Usami, T., Gao, S. B., and Ge, H. B. :Stiffened steel box columns. Part 2: Ductility evaluation, Earthquake Engineering and Structural Dynamics (EESD), Vol. 29, pp. 1707-1722, 2000. (SCI收录,IDS Number: 368RQ,IF=4.430,1区)
[9] Ge, H. B., Gao, S. B., and Usami, T. :Stiffened steel box columns. Part 1: Cyclic behavior, Earthquake Engineering and Structural Dynamics (EESD), Vol. 29, pp. 1691-1706, 2000. (SCI收录,IDS Number: 368RQ,IF=4.430,1区)
[10] Usami, T., Gao, S. B., and Ge, H. B. :Elastoplastic analysis of steel members and frames subjected to cyclic loading, Engineering Structures, Vol. 22, pp135-145, 2000. (SCI收录,IDS Number: 237QH,IF=4.471,1区)
[11] Ge, H.B., Gao, S.B., and Usami, T.:Numerical study on cyclic elastoplastic behavior of eccentrically loaded steel bridge piers, J. of Struct. Mech. and Earthquake Engrg., JSCE, No. 654/I-52, pp. 271-284, 2000.
[12] Ge, H.B., Usami, T., and Gao, S.B.:Numerical study on cyclic elastoplastic behavior of stiffened box-sectional steel bridge piers, J. Struct. Engrg., JSCE, Vol. 46A, pp. 109-118, 2000.3.
[13] Kanno, T., Nagatani, T., Shito, K., Gao, S. B.:Experimental and numerical study on the retrofitting method of the partially overlaid concrete bridge deck, Strengthening of concrete structure using the performance based system, Part II, Concrete Engrg. Series 42, pp. 77-86, 2001.
[14] Gao, S. B., and Ge, H. B., Numerical simulation of hollow and concrete-filled steel columns, An International Journal of Advanced Steel Construction, Vol. 3, No. 3, pp. 668-678, 2007. (SCI收录,Accession number: 20102212976457,IF=1.145,4区)
[15] 高圣彬,葛汉彬,交替荷载作用下钢材本构模型的适用范围,中国公路学报, Vol. 21(6), pp.69-75, 2008. (EI收录,Accession No.:20090111830739)
[16] Zhang, D.X., Gao, S. B., and Gong, J. H.:Seismic behaviour of steel beam to CFST column assemblies with external diaphragms, Journal of Constructional Steel Research, 76, pp. 155-166, 2012. (SCI收录,IF=3.646,2区)
[17] 栗岳,高圣彬,带肋圆管截面钢桥墩的延性影响因素研究,钢结构,27(161),pp. 19-24, 2012。
[18] 王跃东,高圣彬, 内填部分混凝土箱形截面钢桥墩的滞回性能研究,四川建筑科学研究,38(1),pp. 14-18, 2012。
[19] 高圣彬、徐旻洋、张大旭,内填部分混凝土箱形截面钢桥墩的延性影响参数,哈尔滨工业大学学报(自然科学版),46(12), pp. 89-95,2014. (EI收录)
[20] He, J., Gao, S. B., and Gong, J. H.:A sparse grid stochastic collocation method for structural reliability analysis, Structural Safety, 51, pp. 29-34, 2014. (SCI收录,IF=5.047,2区)
[21] 倪捷、高圣彬,葛汉彬,锈蚀对外包钢板加固钢筋混凝土桥墩的影响,河北工程大学学报(自然科学版),31( 4), pp.25-30,2014.
[22] 徐旻洋、高圣彬,内填部分混凝土钢桥墩延性性能简化计算方法,河北工程大学学报(自然科学版),31( 3), pp.9-14 , 2014.
[23] Gao, S.B., Ikai, T., Ni, J., and Ge, H.B.:Load-carrying capacity degradation of reinforced concrete piers due to corrosion of wrapped steel plates, Steel and Composite Structures, 20(1), pp. 91-106, 2016.(SCI收录,IF=5.733,2区)
[24] 池世粮、高圣彬,厚壁钢桥墩的超低周疲劳裂纹萌生寿命预测,河北工程大学学报(自然科学版),33(1), pp.40-46,2016.
[25] Gao, S.B., Ni, J., Zhang D.X., and Ge, H.B.:Strength degradation of reinforced concrete piers wrapped with steel plates under local corrosion, Steel and Composite Structures, 24(6), pp. 753-765, 2017.(SCI收录,IF=5.733,2区)
[26] 刘乃藩,高圣彬,带肋圆形截面钢桥墩的延性性能预测,哈尔滨工业大学学报(自然科学版),49(3), pp. 138-143, 2017.(EI收录)
[27] 孙泱,高圣彬,部分填充混凝土箱形截面钢桥墩的超低周疲劳裂纹萌生寿命预测,钢结构, 34(6), pp. 29-35, 2019.
[28] 庞艺,高圣彬,均匀锈蚀下部分填充混凝土箱形截面钢桥墩的延性性能,钢结构,34(11), pp.104-109, 2019.
[29] 魏麒,高圣彬,半潜式生活平台人员疏散影响因素分析,计算机仿真,37(6), pp.425-429,2020.
[30] 刘富平,高圣彬,往复荷载作用下部分填充混凝土箱形截面钢桥墩的破坏模式,结构工程师,36(6), pp.1-10, 2020.
[31] 郑凌宇,张大旭,Aman.Shrestha,宋振森,高圣彬,徐腾,许明明,30 m望远镜宽视场光谱仪支撑结构选型研究,机电工程,37(9), pp. 1020-1025, 2020.
[32] 朱婷,高圣彬,厚壁箱形钢桥墩的超低周疲劳裂纹萌生与扩展规律研究,钢结构,2020.11,https://doi.org/10.13206/j.gjgS20061203.
[33] Gao, S.B., Pang, Y., and Ge, H.B.:Predicting seismic performance of locally corroded steel box-section piers, Steel and Composite Structures, 40(5), pp. 709-722, 2021.(SCI收录,IF=5.733,2区)
[34] Zheng, L.Y., Zhang, D.X., Wang, L., Shrestha, A., Song, Z.S., Gao, S.B., Xu, T., and Xu, M.M.: Lightweight cylindrical composite shell structures to support optical instruments in extremely large telescopes: A case study, Science Progress, 104(3), pp. 1-26, 2021.DOI: 10.1177/00368504211036147(SCI收录,IF=2.774,3区)