Lizhong Jiang 
- : Failure Feature and Restoring Force Model of Interlocking Shear Groove between Base Plate and Main Beam under Low Cyclic Load. In: International Journal of Structural Stability and Dynamics.
- (2025): Influence of ballastless track types on the vehicle running on HSR bridges during earthquakes. In: Soil Dynamics and Earthquake Engineering, v. 190 (March 2025).
- (2024): Influence of pier height and ground motion parameters on seismic response and energy dissipation of isolated railway bridges. In: Structures, v. 68 (October 2024).
- (2024): An improved model for the nonlinear simulation of the high‐speed vehicle‐track‐bridge coupling system under seismic shaking. In: Earthquake Engineering and Structural Dynamics, v. 53, n. 12 (July 2024).
- : Influence of the Boundary Conditions of Simply Supported Beam Bridge with Different Spans on the Seismic Design of Continuous Beam Bridge System. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering.
- (2024): Fuzzy Dynamic Responses of Train–Bridge Coupled System Based on Information Entropy. In: Journal of Engineering Mechanics (ASCE), v. 150, n. 11 (November 2024).
- (2024): An improved interlayer area damage model for seismic damage assessment of a high-speed railway long-span arch bridge-track system. In: Soil Dynamics and Earthquake Engineering, v. 184 (September 2024).
- (2024): Experimental Study on Seismic Performance of CRTS II Slab-Type Ballastless Track Lateral Block of HSRs. In: Journal of Earthquake Engineering, v. 28, n. 14 (June 2024).
- (2024): The impact of dissipative algorithms on assessment of high-speed train running safety on railway bridges. In: Engineering Structures, v. 314 (September 2024).
- : Impact of vertical girder deformations on the high-speed train operation performance. In: Structure and Infrastructure Engineering.
- (2024): Investigating earthquake-induced irregularity based on post-earthquake running performance analysis of track-bridge system. In: Soil Dynamics and Earthquake Engineering, v. 177 (February 2024).
- (2023): Influence of collision between Friction Pendulum System and shear key on displacement response. In: Engineering Structures, v. 296 (December 2023).
- (2023): Influence of damping on seismic-induced track geometric irregularity spectrum in high-speed railway track-bridge system. In: Soil Dynamics and Earthquake Engineering, v. 167 (April 2023).
- (2022): Interlayer area damage modeling and damage-based seismic fragility analysis of high-speed railway bridge and track system. In: Engineering Structures, v. 272 (December 2022).
- (2022): Failure mode of interlayer connection of longitudinally-connected ballastless track-bridge system under uneven pier settlement. In: Construction and Building Materials, v. 351 (October 2022).
- (2022): Investigation of the seismic performance of CRTS III slab ballastless track of high-speed railway under low-cycle reciprocating load. In: Soil Dynamics and Earthquake Engineering, v. 161 (October 2022).
- (2022): Experimental seismic behaviors of different connections to CFST end-columns in shear walls. In: Journal of Constructional Steel Research, v. 196 (September 2022).
- (2022): Investigation of equal strength mild steel tenons as displacement restraining devices for long-span railway arch bridges. In: Engineering Structures, v. 266 (September 2022).
- (2021): Investigations on the influence of prestressed concrete creep on train-track-bridge system. In: Construction and Building Materials, v. 293 (July 2021).
- (2022): The influence of trains on the seismic response of simply-supported beam bridges with different pier heights expressed through an impact factor. In: Bulletin of Earthquake Engineering, v. 20, n. 5 (February 2022).
- (2021): The Influence of Nonhomogeneous Interlayer Stiffness on Dynamic Response of Orbit-Girder System under Moving Load. In: International Journal of Structural Stability and Dynamics, v. 22, n. 1 (October 2021).
- (2021): A Hybrid Method to Obtain the Wheel–Rail Contact Point at Extreme Positions. In: International Journal of Structural Stability and Dynamics, v. 21, n. 14 (October 2021).
- (2021): Influence on the seismic isolation performance of friction pendulum system when XY shear keys are sheared asynchronously. In: Structures, v. 33 (October 2021).
- (2021): Interface friction effects on scaling a vertical spring-viscous damper isolation system in a shaking table test. In: Structures, v. 33 (October 2021).
- (2020): The influence of pier height on the seismic isolation effectiveness of friction pendulum bearing for Double-Track railway bridges. In: Structures, v. 28 (December 2020).
- (2020): Improved Analytical Method to Investigate the Dynamic Characteristics of Composite Box Beam with Corrugated Webs. In: International Journal of Steel Structures, v. 20, n. 1 ( 2020).
- (2016): Flexural natural vibration characteristics of composite beam considering shear deformation and interface slip. In: Steel and Composite Structures, v. 20, n. 5 ( 2016).
- (2012): Explicit concomitance of implicit method to solve vibration equation. In: Earthquake Engineering and Engineering Vibration, v. 11, n. 2 (June 2012).
- (2017): The Impact of the Convex Friction Distribution on the Seismic Response of a Spring-friction Isolation System. In: KSCE Journal of Civil Engineering, v. 22, n. 4 (June 2017).
- (2017): Influence of pounding and skew angle on seismic response of bridges. In: Engineering Structures, v. 148 (October 2017).
Structurae cooperates with
