李辉辉
Personal information
Highest Degree：Doctoral degree
Journal Paper
- [1]Time-dependent seismic fragility assessment for aging highway bridges subject to non-uniform chloride-induced corrosion,Journal of Earthquake Engineering,.
- [2]Seismic fragility assessment framework for highway bridges based on an improved uniform design-response surface model methodology,Bulletin of Earthquake Engineering,.
- [3]Effects of various modeling uncertainty parameters on the seismic response and seismic fragility estimates of the aging highway bridges,Bulletin of Earthquake Engineering,.
- [4]Effect of high-strength steel spirals on the seismic behavior of square concrete-filled steel tubular columns under high axial load ratio,Engineering Structures,.
- [5]Experimental and numerical investigation on the flexural behavior of a large-scale prestressed UHPC T-Shaped girder,Engineering Structures,.
- [6]Alternate Load Paths Redundancy Analysis of Steel Truss Bridges,ASCE-Journal of Bridge Engineering,.
- [7]Performance-Based Retrofits of Long-Span Truss Bridges based on the Alternate Load Path Redundancy Analysis,ASCE-Journal of Bridge Engineering,.
- [8]A Framework for Identification of the Critical Members for Truss Bridges through Nonlinear Dynamic Analysis,ASCE-Journal of Bridge Engineering,.
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