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Song X B, Li Chenzhi, Chen Dandan, Gu Xianglin. Interfacial mechanical properties of recycled aggregate concrete reinforced by nano-materials. Construction and Building Materials, 2021, 270: 121446
Song X B, Cai Q, Li Y Q, Li C Z. Bond behavior between steel bars and carbon nanotube modified concrete. Construction and Building Materials, 2020, 255, 119339
Wu Y.J., Song X.B., Ventura C. Lam F. Modelling hysteretic behaviour of lateral load-resisting elements in traditional Southeast Asian timber structures. Journal of Structural Engineering, ASCE, 2020, 146(5): 04020062
Wu Y.J., Song X.B., Ventura C., Lam F. Rocking effect on response mechanism of a multi-story timber pagoda model. Engineering Structures, 2020, 209(110009)
Song X.B., Wu Y.J., Li K., Jin L.C., Chen F.M., Liu X., Dou X. J. Mechanical behavior of a Chinese traditional timber pagoda during construction. Engineering Structures, 2019, 196: 109302
Wang M.Q., Song X.B., Gu X.L., Tang J.Y. Bolted glulam beam-column connections under different combinations of shear and bending. Engineering Structures, 2019, 181: 281-292
Chen T., Li L.Z., Zhang N.X., Song X.B*., Hidekuma Y. Fatigue performance test on inclined central cracked steel plates repaired with CFRP strand sheets. Thin-Walled Structures 130 (2018) 414–423
Wu Y J, Song X B*, Li Kai. Compressive and racking performance of eccentrically aligned dou-gong connections. Engineering Structures, 2018, 175:743-752
Wu Y J, Song X B*, Gu X L, Luo L. Dynamic performance of a multi-story traditional timber pagoda. Engineering Structures, 2018, 199: 277-285
Wang M Q, Song X B, Gu X L. Three-Dimensional Combined Elastic-Plastic and Damage Model for Nonlinear Analysis of Wood . Journal of Structural Engineering, 2018,144(8): 04018103.
Song X B*, Li K, Crayssac E, Wu Y J. Lateral performance of traditional heavy timber frames with mortise-tenon joints retrofitted using self-tapping screws , Journal of Structural Engineering, 2018, 144(10): 04018187
Crayssac E., Song X.B.*, Wu Y.J., Li K. Lateral performance of mortise-tenon jointed traditional timber frames with wood panel infill. Engineering Structures, 2018, 161: 223-230.
Song X B*, Zhang J Y, Shang S S. Mechanical properties of early age concrete reinforced with multi-walled carbon nanotubes. Magazine of Concrete Research, 2017, 69(13): 683-693
Song X B*, Li Y Q, Chen C, Lin F, Shang S S. Modeling early age RC slab cracking considering time-dependent bond behaviour. Engineering Structures, 2017, 138:27-34
Song X B, Shang S S, Chen D D, Gu X L*. Multi-walled carbon nanotube reinforced mortar-aggregate interfacial properties. Construction and Building Materials, 2017, 133: 57–64
Xiaobin Song*, Yingmin Jiang, Xianglin Gu, Yajie Wu. Load-carrying capacity of lengthwise cracked wood beams retrofitted by self-tapping screws. Journal of Structural Engineering, 2017,143(6) : 04017021
Xiaobin Song*, Yurong Ma, Xianglin Gu, Mingqian Wang. Carbon fiber-reinforced polymer reinforcement for rotational behavior of bolted glulam beam-to-column connections. Journal of Composites for Construction, ASCE, 2017, 21(3): 04016096.
Xiaobin Song*, Yajie Wu, Rui Jiang, Compressive capacity of longitudinally cracked wood columns retrofitted by self-tapping screws. J Zhejiang Univ-Sci A (Appl Phys & Eng), 2015 ,16(12): 964-975
Song X B, Wu Y.J., Gu X L*, Chen C. Bond behaviour of reinforcing steel bars in early age concrete. Construction and Building Materials, Elsevier, 2015, 94:209-217
Wang M Q, Song X B*, Gu X L, Luo L. Rotational behavior of bolted beam-to-column connections with locally cross-laminated glulam. Journal of Structural Engineering, ASCE, 2015, 141(4), 04014121
Li, X., Gu X.L., Song, X.B., Ouyang Y., and Feng Z.L. Contribution of U-shaped strips to the flexural capacity of low-strength reinforced concrete beams strengthened with carbon fibre composite sheets. Composite: Part B, Elsevier, 2013, 45: 117-126.
Song, X.B., Gu, X.L*., Li, Y.P., Chen, T., and Zhang W.P. Mechanical behavior of FRP-strengthened concrete columns subjected to concentric and eccentric compression loading. Journal of Composites for Construction, ASCE, 2013, 17(3): 336-346.
Song X.B. A curvature method for beam-column with different materials and arbitrary cross-section shapes. Structural Engineering and Mechanics, 2012, 43(2): 147-161
Zhang W.P., Song X.B., Gu X.L*. Li S.B. Tensile and fatigue behavior of corroded rebars. Construction and Building Materials, Elsevier. 2012; 34: 409-417.
Li X., Gu X.L., Ouyang Y. and Song X.B. Long-term behavior of existing low-strength reinforced concrete beams strengthened with carbon fiber composite sheets. Composites: Part B, Elsevier, 2012; 43(3): 1637-1644.
Song X.B.* and Lam F. Stability analysis of metal-plate-connected wood truss assemblies. Journal of Structural Engineering, ASCE, 2012, 138(9): 1110-1119.
Lin F., Song X.B.*, Gu X.L., Peng B., Yang L.P. Cracking analysis of massive concrete walls with cracking control techniques. Construction and Building Materials, Elsevier, 2012; 31: 12-21.
Zhang W.P., Song X.B.*, Gu X.L., Tang H.Y. Compressive behavior of longitudinally cracked timber columns retrofitted using FRP sheets. Journal of Structural Engineering, ASCE. 2012; 138(1):90-98.
Gu X.L., Song X.B.*, Lin F., Li C., Jin X.Y. Cracking behaviour of cast in situ reinforced concrete slabs with control joints. Construction and Building Materials, Elsevier, 2011; 25(3): 1398-1406
Song X.B., Gu X.L.*, Zhang W.P., Zhao T.S. and Jin X.Y. Structural analysis of high-rise reinforced concrete building structures during construction. Structural Engineering and Mechanics, 2010; 36 (4): 513-527
Song, X.B.*, Lam, F., Huang, H., and He M.J. Stability capacity of metal plate connected wood truss assemblies. Journal of Structural Engineering, ASCE. 2010; 136(6):723-730.
Song, X.B.* and Lam, F. Stability capacity and lateral bracing requirements of wood beam-columns. Journal of Structural Engineering, ASCE. 2010; 136(2): 211-218.
Song, X.B.* and Lam, F. Laterally braced wood beam-columns subjected to biaxial eccentric loading. Computers and Structures, Elsevier, 2009; 87: 1058-1066.
罗烈, 陈庆烈, 宋晓滨.层板胶合木梁柱钢填板-螺栓连接节点横纹受力性能试验研究. Experimental study on mechanical behavior of bolted glulam beam-to-column connections with slotted-in steel plates loaded perpendicular to grain.建筑结构学报，2019,40(9)：28-36
王明谦，宋晓滨，顾祥林.印小晶.胶合木梁柱螺栓节点变异性分析.(Variability analysis of bolted glulam beam-to-column connections) ，土木工程学报，2019，52（7）：14-21,56
王明谦，宋晓滨，顾祥林. 基于三维弹塑性损伤模型的木材非线性分析（Nonlinear analysis of wood based on three-dimensional combined elastic-plastic and damage model），土木工程学报，2018，51（7）：22-28,49
徐天琦，马瑜蓉，宋晓滨，王明谦. 带翼缘钢填板-螺栓连接胶合木梁-柱节点转动性能试验研究（Experimental study on rotational behavior of bolted glulam beam-to-column connections with slotted-in flanged steel plates）.建筑结构学报，2017,38(9): 131-137
宋晓滨，吴亚杰，罗烈，顾祥林.传统楼阁式纯木结构塔振动台试验研究（Shaking table test on a traditional pavilion-style wooden pagoda）.建筑结构学报, 2017,38(2): 10-19
宋晓滨，吴亚杰，顾祥林，姜英敏.带纵缝木梁抗弯承载力及修复方法研究.同济大学学报（自然科学版）,2016, 44(4),528-592
王明谦;顾祥林;宋晓滨;吴亚杰，胶合木梁柱嵌入钢板－螺栓拼接节点纯弯与弯剪性能试验研究Experimental study on bolted glued laminated timber connections with slotted-in steel plates under pure bending and combined shear and bending.建筑结构学报，2016，37（4）：64-72
王明谦;宋晓滨;顾祥林;张云帆;罗烈，胶合木梁柱螺栓—钢填板节点转动性能研究Study on rotational behavior of bolted glulam beam-to-column connections with slotted-in steel plates。建筑结构学报，2014,35(9):141-150
宋晓滨，王明谦，顾祥林，等.考虑规格材布置方式的胶合木梁柱螺栓-钢填板节点性能研究[J].中国科技论文在线精品论文，2014，7(2)：136-144
宋晓滨*，张云帆，顾祥林，王明谦，胶合木梁柱螺栓-钢填板节点转动性能研究，中国科技论文在线（编号：201212-583），2012
宋晓滨*，王明谦，顾祥林，张云帆，考虑规格材布置方式的胶合木梁柱螺栓-钢填板节点性能研究#，中国科技论文在线（编号：201212-231），2012
张云帆，宋晓滨，蒋锐，陈超，李强，高之楠.“异地重构之木结构的力学性能现场测试和研究.”建筑施工，33卷12期，1128-1130，2011
宋晓滨，张伟平，顾祥林. “重物高空坠落撞击多层钢筋混凝土楼板的仿真计算分析.” 结构工程师，2002, 18(4): 23-28.
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