Cantian Yang 
- (2024): Experimental study of rotational friction damper for seismic response control: Friction material comparison and configuration optimization. In: Case Studies in Construction Materials, v. 21 (December 2024).
- (2024): Dual-objective control of braced steel frame using asynchronized parallel two-stage yielding BRB. In: Soil Dynamics and Earthquake Engineering, v. 179 (April 2024).
- (2023): Experimental study on seismic performance of precast concrete shear walls with defective and repaired grouted sleeve. In: Structures, v. 57 (November 2023).
- (2023): Seismic Resilience of Reinforced Concrete Frame Equipped with Energy Dissipative Cladding Panel System. In: Journal of Earthquake Engineering, v. 28, n. 3 (June 2023).
- (2023): Development of a double-stage-yield dissipative beam-to-column joint: Experimental study and application for structural response control. In: Soil Dynamics and Earthquake Engineering, v. 171 (August 2023).
- (2023): Development of Fragility Models for Precast Concrete Shear Walls and Columns Connected by Grouted Sleeves. In: International Journal of Structural Stability and Dynamics, v. 23, n. 13 (February 2023).
- (2023): Experimental and numerical investigations on the similitude effect of scaled lead rubber bearings for shaking table test. In: Case Studies in Construction Materials, v. 18 (July 2023).
- (2023): Development of a novel parallel double-stage yielding buckling restrained brace: Theoretical, experimental, and numerical investigations. In: Journal of Building Engineering, v. 68 (June 2023).
- (2023): Resilience-based seismic design of inter-story isolated multi-towers built on large chassis. In: Structures, v. 50 (April 2023).
- (2022): Full-scale experimental investigation on the seismic performance of PC columns before and after repair of grouting defects. In: Journal of Building Engineering, v. 58 (October 2022).
- (2022): Development and validation of a defect detection and repair method for half grouted sleeve connection. In: Case Studies in Construction Materials, v. 17 (December 2022).
- (2022): A dry-connected rotational friction dissipative beam-to-column joint for precast concrete frame: full-scale experimental and numerical investigations. In: Journal of Building Engineering, v. 54 (August 2022).
- (2022): Experimental investigation on the connection performance of defect detectable and repairable half-grouted sleeve under cyclic loads. In: Construction and Building Materials, v. 323 (March 2022).
- (2021): Seismic retrofitting of reinforced concrete frame-shear wall buildings using seismic isolation for resilient performance. In: Structures, v. 34 (December 2021).
- (2022): Development of design method for precast concrete frame with dry-connected rotational friction dissipative beam-to-column joints. In: Journal of Building Engineering, v. 45 (January 2022).
- (2021): Comparison of the seismic‐resilient design of seismically isolated reinforced concrete frame structures using two codes. In: The Structural Design of Tall and Special Buildings, v. 30, n. 14 (10 October 2021).
- (2021): Seismic performance of a new energy dissipative cladding panel connection system for application in precast concrete frame structure. In: Journal of Building Engineering, v. 44 (December 2021).
- (2020): Resilience-based retrofitting of existing urban RC-frame buildings using seismic isolation. In: Earthquake Engineering and Engineering Vibration, v. 19, n. 4 (October 2020).
- (2020): Experimental investigation of the seismic performance of flexible pipes for seismically isolated buildings. In: Engineering Structures, v. 222 (November 2020).
- (2020): Full-scale Experimental and Numerical Investigations on Seismic Performance of Square RC Frame Columns with Hollow Sections. In: Journal of Earthquake Engineering, v. 26, n. 1 (April 2020).
- (2019): Ground motion intensity measures for seismically isolated RC tall buildings. In: Soil Dynamics and Earthquake Engineering, v. 125 (October 2019).
- (2017): Seismic retrofit analysis of concrete coupled shear wall structures with laterally restrained steel plate coupling beams. In: Advances in Structural Engineering, v. 21, n. 7 (November 2017).
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