Zhiguo Sun
- (2021): Experimental and numerical study on thin-walled hollow bridge piers. In: IOP Conference Series: Earth and Environmental Science, v. 820, n. 1 (1 July 2021).
- (2024): Experimental study on the seismic performance of a curved bridge via large-scale hybrid tests. In: Engineering Structures, v. 304 (April 2024).
- (2024): Large‐scale hybrid test of a curved bridge considering complete boundary condition by a large spatial loading system. In: Earthquake Engineering and Structural Dynamics, v. 53, n. 6 (20 February 2024).
- (2024): Prediction model and sensitivity analysis of ultimate drift ratio for rectangular reinforced concrete columns failed in flexural-shear based on BP-Garson algorithm. In: Structures, v. 60 (February 2024).
- (2024): Seismic performance and damage control of large-span prestressed concrete rigid-frame bridges with high piers crossing strike-slip faults. In: Soil Dynamics and Earthquake Engineering, v. 177 (February 2024).
- (2023): Seismic Uplift Effect at End Spans of Long-Span Rigid-Frame Bridges Subjected to Near-Fault and Far-Fault Ground Motions. In: Journal of Bridge Engineering (ASCE), v. 28, n. 7 (July 2023).
- (2023): Hysteretic performance of self-centering buckling-restrained braces with embedded friction spring. In: Engineering Structures, v. 280 (April 2023).
- (2023): Seismic design and performance analysis of bridge bents retrofitted with multistage buckling-restrained braces. In: Structures, v. 49 (March 2023).
- (2023): Parameter identification of hysteresis model of reinforced concrete columns considering shear action. In: Structures, v. 47 (January 2023).
- (2022): Seismic fragility analysis of LRB-isolated bridges considering the uncertainty of regional temperatures using BP neural networks. In: Structures, v. 44 (October 2022).
- (2022): Study seismic performance of duplex stainless steel under large strain amplitude by cyclic loading test. In: Journal of Constructional Steel Research, v. 194 (July 2022).
- (2022): P-Delta effects on nonlinear dynamic response of steel moment-resisting frame structures subjected to near-fault pulse-like ground motions. In: Structures, v. 41 (July 2022).
- (2022): Curvature response of bridge pier subjected to earthquake action in a saline soil environment. In: Engineering Structures, v. 258 (May 2022).
- (2021): Seismic behavior of a novel beam to reinforced concrete-filled steel tube column joint. In: Journal of Constructional Steel Research, v. 187 (December 2021).
- (2019): Investigation on seismic behavior of bridge piers with thin-walled rectangular hollow section using quasi-static cyclic tests. In: Engineering Structures, v. 200 (December 2019).
- (2020): Toggle buckling-restrained brace systems and a corresponding design method for the seismic retrofit of bridge bents. In: Engineering Structures, v. 221 (October 2020).
- (2008): Experimental research and finite element analysis of bridge piers failed in flexure-shear modes. In: Earthquake Engineering and Engineering Vibration, v. 7, n. 4 (December 2008).
- (2011): Rapid repair of severely earthquake-damaged bridge piers with flexural-shear failure mode. In: Earthquake Engineering and Engineering Vibration, v. 10, n. 4 (December 2011).
- (2017): Rapid repair techniques for severely earthquake-damaged circular bridge piers with flexural failure mode. In: Earthquake Engineering and Engineering Vibration, v. 16, n. 2 (April 2017).
- (2015): Characteristics of Earthquake Ground Motion on the Seafloor. In: Journal of Earthquake Engineering, v. 19, n. 6 ( 2015).
- (2015): Experimental and numerical investigations on the seismic behavior of bridge piers with vertical unbonded prestressing strands. In: Bulletin of Earthquake Engineering, v. 14, n. 2 (October 2015).
- (2016): Research on the influencing factors for residual displacements of RC bridge columns subjected to earthquake loading. In: Bulletin of Earthquake Engineering, v. 14, n. 8 (May 2016).
- (2012): Lessons Learned from the Damaged Huilan Interchange in the 2008 Wenchuan Earthquake. In: Journal of Bridge Engineering (ASCE), v. 17, n. 1 (January 2012).
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