Qingzi Ge
- (2024): Assessing the significance of nonlinear rotational behavior in high damping rubber bearings for seismic performance of base‐isolated RC frame building. In: Earthquake Engineering and Structural Dynamics, v. 53, n. 5 (January 2024).
- (2024): Vertical stiffness reduction of rubber bearings under lateral displacement considering different shape factors. In: Construction and Building Materials, v. 426 (May 2024).
- (2022): Hysteretic behavior of high damping rubber bearings under multiaxial excitation. In: Soil Dynamics and Earthquake Engineering, v. 163 (December 2022).
- (2022): Seismic analysis of a base-isolated reinforced concrete frame using high damping rubber bearings considering hardening characteristics and bidirectional coupling effect. In: Structures, v. 46 (December 2022).
- (2022): Influence of ground motion duration on seismic performance of RC frame isolated by high damping rubber bearings. In: Engineering Structures, v. 262 (July 2022).
- (2020): Design method of structural retrofitting using viscous dampers based on elastic–plastic response reduction curve. In: Engineering Structures, v. 208 (April 2020).
- (2014): Shaking table experiment on a steel storage tank with multiple friction pendulum bearings. In: Structural Engineering and Mechanics, v. 52, n. 5 (December 2014).
- (2020): Seismic collision potential of adjacent base-isolated buildings with corridor bridges subjected to bidirectional near-fault pulse-like ground motions. In: Soil Dynamics and Earthquake Engineering, v. 135 (August 2020).
- (2018): Simplified design of elastoplastic structures with metallic yielding dampers based on the concept of uniform damping ratio. In: Engineering Structures, v. 176 (December 2018).
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