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李辉辉
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Highest Degree：
Doctoral degree
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Scientific Research
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,.
