Ruifang Yu 
- (2025): Maximum credible ground motion evaluation based on broadband stochastic finite-fault method: A case study for Baihetan dam in China. Dans: Soil Dynamics and Earthquake Engineering, v. 190 (mars 2025).
- (2025): Unified framework for stochastic dynamic responses and system reliability analysis of long-span cable-stayed bridges under near-fault ground motions. Dans: Engineering Structures, v. 322 (janvier 2025).
- (2005): The CCQC3 Method for Multi-Component Seismic Responses of Non-Classically Damped Irregular Structures. Présenté pendant: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005.
- (2021): A new energy‐compatible nonstationary stochastic ground‐motion simulation method. Dans: Earthquake Engineering and Structural Dynamics, v. 50, n. 7 (juin 2021).
- (2015): Developed empirical model for simulation of time-varying frequency in earthquake ground motion. Dans: Earthquakes and Structures, v. 8, n. 6 (juin 2015).
- (2007): Simplifications of CQC method and CCQC method. Dans: Earthquake Engineering and Engineering Vibration, v. 6, n. 1 (mars 2007).
- (2016): Complex complete quadratic combination method for damped system with repeated eigenvalues. Dans: Earthquake Engineering and Engineering Vibration, v. 15, n. 3 (septembre 2016).
- (2007): Development of a seismic design method based on response spectra for building structures. Dans: Frontiers of Architecture and Civil Engineering in China, v. 1, n. 2 (mai 2007).
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