Cuihua Li
- (2024): Evaluation of Critical Input Directions for Establishing the Maximum Response of Structures under Bidirectional Seismic Action: Case Study of Eight-Story Structures. In: Journal of Structural Engineering (ASCE), v. 150, n. 8 (August 2024).
- : An Efficient Algorithm to Identify Strong Pulse-Like Ground Motions Based on the Smoothed Significant Velocity Half-Cycles. In: Journal of Earthquake Engineering.
- (2023): A new framework for ground motion selection for structural seismic assessment. In: Engineering Structures, v. 285 (June 2023).
- (2022): Flexural Behavior and Ultimate Capacity of Adjacent Box Girders with Expansion Joint in the Parapet. In: Journal of Bridge Engineering (ASCE), v. 27, n. 8 (August 2022).
- (2022): Dynamic Performance Assessment of a Novel Hybrid Bridge System with Spread Steel Box Girders. In: Journal of Bridge Engineering (ASCE), v. 27, n. 1 (January 2022).
- (2021): Influence of Expansion Joints in Deck Parapets on Localized Cracking in Adjacent Box Girders. In: Journal of Bridge Engineering (ASCE), v. 26, n. 3 (March 2021).
- (2020): Orientation of the strongest velocity pulses and the maximum structural response to pulse-like ground motions. In: Soil Dynamics and Earthquake Engineering, v. 136 (September 2020).
- (2020): Effects of early-arriving pulse-like ground motions on seismic demands in RC frame structures. In: Soil Dynamics and Earthquake Engineering, v. 130 (March 2020).
- (2019): Methodology for selection of the most damaging ground motions for nuclear power plant structures. In: Soil Dynamics and Earthquake Engineering, v. 116 (January 2019).
- (2018): Hysteretic energy prediction method for mainshock-aftershock sequences. In: Earthquake Engineering and Engineering Vibration, v. 17, n. 2 (April 2018).
- (2018): Influence of Early-Arriving Pulse-Like Ground Motions on Ductility Demands of Single-Degree-of-Freedom Systems. In: Journal of Earthquake Engineering, v. 24, n. 9 (May 2018).
- (2018): efficient algorithm for identifying pulse-like ground motions based on significant velocity half-cycles. In: Earthquake Engineering and Structural Dynamics, v. 47, n. 3 (March 2018).
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