Xiaobin Song 
- : Numerical Analysis and Safety Assessment of the Former Site of Shanghai South Downtown Library Reinforced by U-Steel During Integral Translation. In: International Journal of Architectural Heritage.
- (2024): Seismic performance of Li-Tie type brick masonry infilled wooden frames considering joint damage: Degradation mechanism and hysteretic model. In: Soil Dynamics and Earthquake Engineering, v. 187 (December 2024).
- (2024): Seismic behavior of looseness-induced inclined mortise and tenon joints in ancient timber structures: Experimental tests, multi-scale finite element model, and behavior degradation. In: Engineering Structures, v. 318 (November 2024).
- (2019): Experimental study on mixed-mode fatigue behavior of center cracked steel plates repaired with CFRP materials. In: Thin-Walled Structures, v. 135 (February 2019).
- (2018): Fatigue performance test on inclined central cracked steel plates repaired with CFRP strand sheets. In: Thin-Walled Structures, v. 130 (September 2018).
- (2024): Lateral hysteretic behavior of precast concrete shear walls with unjointed vertical distribution bars and opening. In: Engineering Structures, v. 305 (April 2024).
- (2024): Seismic behavior of damaged Li-Tie style timber frames with brick masonry infills: Experimental test, finite element analyses, and behavior degradation. In: Journal of Building Engineering, v. 86 (June 2024).
- (2022): Experimental and numerical study on the hysteretic behavior of a hybrid timber buckling-restrained brace with a cross-shaped steel core. In: Soil Dynamics and Earthquake Engineering, v. 162 (November 2022).
- (2012): A curvature method for beam-column with different materials and arbitrary cross-section shapes. In: Structural Engineering and Mechanics, v. 43, n. 2 (July 2012).
- (2020): Bond behavior between steel bars and carbon nanotube modified concrete. In: Construction and Building Materials, v. 255 (September 2020).
- (2020): Rocking effect on seismic response of a multi-story traditional timber pagoda model. In: Engineering Structures, v. 209 (April 2020).
- (2020): Modeling Hysteretic Behavior of Lateral Load-Resisting Elements in Traditional Chinese Timber Structures. In: Journal of Structural Engineering (ASCE), v. 146, n. 5 (May 2020).
- (2019): Mechanical behavior of a Chinese traditional timber pagoda during construction. In: Engineering Structures, v. 196 (October 2019).
- (2017): Carbon Fiber–Reinforced Polymer Reinforcement for Rotational Behavior of Bolted Glulam Beam-to-Column Connections. In: Journal of Composites for Construction, v. 21, n. 3 (June 2017).
- (2013): Mechanical Behavior of FRP-Strengthened Concrete Columns Subjected to Concentric and Eccentric Compression Loading. In: Journal of Composites for Construction, v. 17, n. 3 (June 2013).
- (2009): Laterally braced wood beam-columns subjected to biaxial eccentric loading. In: Computers & Structures, v. 87, n. 17-18 (September 2009).
- (2019): Bolted glulam beam-column connections under different combinations of shear and bending. In: Engineering Structures, v. 181 (February 2019).
- (2011): Cracking behaviour of cast in situ reinforced concrete slabs with control joints. In: Construction and Building Materials, v. 25, n. 3 (March 2011).
- (2012): Cracking analysis of massive concrete walls with cracking control techniques. In: Construction and Building Materials, v. 31 (June 2012).
- (2015): Bond behaviour of reinforcing steel bars in early age concrete. In: Construction and Building Materials, v. 94 (September 2015).
- (2017): Multi-walled carbon nanotube reinforced mortar-aggregate interfacial properties. In: Construction and Building Materials, v. 133 (February 2017).
- (2017): Mechanical properties of early-age concrete reinforced with multi-walled carbon nanotubes. In: Magazine of Concrete Research, v. 69, n. 13 (July 2017).
- (2017): Modeling early age RC slab cracking considering time-dependent bond behaviour. In: Engineering Structures, v. 138 (May 2017).
- (2018): Lateral Performance of Traditional Heavy Timber Frames with Mortise-Tenon Joints Retrofitted Using Self-Tapping Screws. In: Journal of Structural Engineering (ASCE), v. 144, n. 10 (October 2018).
- (2015): Rotational Behavior of Bolted Beam-to-Column Connections with Locally Cross-Laminated Glulam. In: Journal of Structural Engineering (ASCE), v. 141, n. 4 (April 2015).
- (2012): Compressive Behavior of Longitudinally Cracked Timber Columns Retrofitted Using FRP Sheets. In: Journal of Structural Engineering (ASCE), v. 138, n. 1 (January 2012).
- (2018): Compressive and racking performance of eccentrically aligned dou-gong connections. In: Engineering Structures, v. 175 (November 2018).
- (2018): Lateral performance of mortise-tenon jointed traditional timber frames with wood panel infill. In: Engineering Structures, v. 161 (April 2018).
- (2018): Dynamic performance of a multi-story traditional timber pagoda. In: Engineering Structures, v. 159 (March 2018).
- (2017): Load-Carrying Capacity of Lengthwise Cracked Wood Beams Retrofitted by Self-Tapping Screws. In: Journal of Structural Engineering (ASCE), v. 143, n. 6 (June 2017).
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