Shi-Xiong Zheng
- (2020): Simulation of the In Situ Spatially Varying Ground Motions and Nonlinear Seismic Response Analysis of the Cable-Stayed Bridge. In: Shock and Vibration, v. 2020 (Januar 2020).
- (2021): Seismic reliability evaluation of bridges under spatially varying ground motions using a four-parameter distribution. In: Engineering Structures, v. 247 (November 2021).
- (2021): Seismic Response of Two Site Models and Their Effects on the Railway Cable-Stayed Bridge. In: KSCE Journal of Civil Engineering, v. 25, n. 12 (September 2021).
- (2021): Seismic reliability analysis of high-pier railway bridges with correlated random parameters via an improved maximum entropy method. In: Structures, v. 33 (Oktober 2021).
- (2021): Seismic Reliability analysis of Cable-Stayed Bridges Subjected to Spatially Varying Ground Motions. In: International Journal of Structural Stability and Dynamics, v. 21, n. 7 (März 2021).
- (2015): Seismic Response of Ultra High-Pier Railway Bridge under Spatially Varying Site Conditions of Earthquake Excitations. In: Journal of Highway and Transportation Research and Development (English Edition), v. 9, n. 2 (Juni 2015).
- (2020): Time-dependent pounding probability analysis between adjacent decks of bridges under non-stationary stochastic seismic excitations. In: Structures, v. 28 (Dezember 2020).
- (2020): Efficient seismic reliability analysis of non-linear structures under non-stationary ground motions. In: Soil Dynamics and Earthquake Engineering, v. 139 (Dezember 2020).
- (2019): Extreme value distribution and dynamic reliability estimation of high-pier bridges subjected to near-fault impulsive ground motions. In: Advances in Structural Engineering, v. 23, n. 7 (Dezember 2019).
- (2019): Assessment on required separation length between adjacent bridge segments to avoid pounding. In: Soil Dynamics and Earthquake Engineering, v. 120 (Mai 2019).
- (2013): Local site effects on a high-pier railway bridge under tridirectional spatial excitations: Nonstationary stochastic analysis. In: Soil Dynamics and Earthquake Engineering, v. 52 (September 2013).
- (2014): A highly efficient and accurate stochastic seismic analysis approach for structures under tridirectional nonstationary multiple excitations. In: Computers & Structures, v. 145 (Dezember 2014).
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