Shengbin Gao
- Numerical Study On Cyclic Elasto-plastic Behavior Of Steel Bridge Piers Of Pipe-sections Without Stiffeners. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 577 ( 1997). (1997):
- Numerical Study On Cyclic Elastoplastic Behavior Of Eccentrically Loaded Steel Bridge Piers. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 654 (juillet 2000). (2000):
- Ductility Evaluation of Steel Bridge Piers with Pipe Sections. Dans: Journal of Engineering Mechanics (ASCE), v. 124, n. 3 (mars 1998). (1998):
- Ductility of Steel Short Cylinders in Compression and Bending. Dans: Journal of Engineering Mechanics (ASCE), v. 124, n. 2 (février 1998). (1998):
- Load-carrying capacity degradation of reinforced concrete piers due to corrosion of wrapped steel plates. Dans: Steel and Composite Structures, v. 20, n. 1 ( 2016). (2016):
- Seismic behaviour of steel beam to circular CFST column assemblies with external diaphragms. Dans: Journal of Constructional Steel Research, v. 76 (septembre 2012). (2012):
- A sparse grid stochastic collocation method for structural reliability analysis. Dans: Structural Safety, v. 51 (novembre 2014). (2014):
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Stiffened steel box columns. Part 1: Cyclic behaviour. Dans: Earthquake Engineering and Structural Dynamics, v. 29, n. 11 (novembre 2000).
https://doi.org/10.1002/1096-9845(200011)29:11<1691::aid-eqe989>3.0.co;2-u
(2000): -
Stiffened steel box columns. Part 2: Ductility evaluation. Dans: Earthquake Engineering and Structural Dynamics, v. 29, n. 11 (novembre 2000).
https://doi.org/10.1002/1096-9845(200011)29:11<1707::aid-eqe990>3.0.co;2-7
(2000): - Elastoplastic analysis of steel members and frames subjected to cyclic loading. Dans: Engineering Structures, v. 22, n. 2 (février 2000). (2000):
- Eccentrically Loaded Steel Columns under Cyclic In-Plane Loading. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 8 (août 2000). (2000):
- Eccentrically Loaded Steel Columns under Cyclic Out-of-Plane Loading. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 8 (août 2000). (2000):