Brian Uy
- System reliability-based design of composite frames with concrete – filled steel plate shear walls. In: Structures, v. 64 (Juni 2024). (2024):
- A systematic review on CFST members under impulsive loading. In: Thin-Walled Structures, v. 179 (Oktober 2022). (2022):
- Seismic performance of concrete-filled steel tubular column connections using blind bolts. In: Journal of Constructional Steel Research, v. 207 (August 2023). (2023):
- Tests of circular geopolymer concrete-filled steel columns under ambient and fire conditions. In: Journal of Constructional Steel Research, v. 196 (September 2022). (2022):
- System reliability-based design of steel-concrete composite frames with CFST columns and composite beams. In: Journal of Constructional Steel Research, v. 194 (Juli 2022). (2022):
- Stainless steel top-seat angle beam-to-column connection: Full-scale test and analytical modelling. In: Structures, v. 34 (Dezember 2021). (2021):
- Simplified Nonlinear Simulation of Rectangular Concrete-Filled Steel Tubular Columns. In: Journal of Structural Engineering (ASCE), v. 147, n. 6 (Juni 2021). (2021):
- Time dependent service load behaviour of prestressed composite tee beams. In: Structural Engineering and Mechanics, v. 5, n. 3 (Mai 1997). (1997):
- Slenderness limits for thin-walled steel concrete filled box columns. Vorgetragen bei: International Conference: Composite Construction - Conventional and Innovative, Innsbruck, Austria, 16-18 September 1997. (1997):
- Stainless steel bolts subjected to combined tension and shear: Behaviour and design. In: Journal of Constructional Steel Research, v. 170 (Juli 2020). (2020):
- Statistical calibration of safety factors for flexural stiffness of composite columns. In: Steel and Composite Structures, v. 20, n. 1 ( 2016). (2016):
- Slenderness limits for fabricated S960 ultra-high-strength steel and composite columns. In: Journal of Constructional Steel Research, v. 159 (August 2019). (2019):
- Strength of slender concrete filled high strength steel box columns. In: Journal of Constructional Steel Research, v. 60, n. 12 (Dezember 2004). (2004):
- Time-dependent behaviour of composite beams with blind bolts under sustained loads. In: Journal of Constructional Steel Research, v. 112 (September 2015). (2015):
- Strength of multi-span composite beams subjected to combined flexure and torsion. In: Journal of Constructional Steel Research, v. 113 (Oktober 2015). (2015):
- Strengthening of existing composite steel-concrete beams utilising bolted shear connectors and welded studs. In: Journal of Constructional Steel Research, v. 114 (November 2015). (2015):
- System reliability evaluation of steel frames with semi-rigid connections. In: Journal of Constructional Steel Research, v. 121 (Juni 2016). (2016):
- Rotational stiffness and moment resistance of bolted endplate joints with hollow or CFST columns. In: Journal of Constructional Steel Research, v. 126 (November 2016). (2016):
- Stress-Strain Curves of Structural and Reinforcing Steels after Exposure to Elevated Temperatures. In: Journal of Materials in Civil Engineering (ASCE), v. 25, n. 9 (September 2013). (2013):
- Static Flexural Behaviour of Externally Post-Tensioned Steel-Concrete Composite Beams. In: Advances in Structural Engineering, v. 7, n. 1 (Januar 2004). (2004):
- Time-dependent analysis of composite beams with continuous shear connection based on a space-exact stiffness matrix. In: Engineering Structures, v. 32, n. 9 (September 2010). (2010):
- Strength, stiffness and ductility of concrete-filled steel columns under axial compression. In: Engineering Structures, v. 135 (März 2017). (2017):
- Shear Strength and Moment-Shear Interaction in Steel-Concrete Composite Beams. In: Journal of Structural Engineering (ASCE), v. 140, n. 11 (November 2014). (2014):
- Strength of Concrete Filled Steel Box Columns Incorporating Local Buckling. In: Journal of Structural Engineering (ASCE), v. 126, n. 3 (März 2000). (2000):
- Seismic design, modelling and assessment of self-centering steel frames using post-tensioned connections with web hourglass shape pins. In: Bulletin of Earthquake Engineering, v. 11, n. 5 (März 2013). (2013):
- Strength of Concrete Filled Steel Box Columns Incorporating Interaction Buckling. In: Journal of Structural Engineering (ASCE), v. 129, n. 5 (Mai 2003). (2003):
- Second Order Nonlinear Inelastic Analysis of Composite Steel–Concrete Members. II: Applications. In: Journal of Structural Engineering (ASCE), v. 132, n. 5 (Mai 2006). (2006):
- Second Order Nonlinear Inelastic Analysis of Composite Steel–Concrete Members. I: Theory. In: Journal of Structural Engineering (ASCE), v. 132, n. 5 (Mai 2006). (2006):
- Strength Analysis of Steel–Concrete Composite Beams in Combined Bending and Shear. In: Journal of Structural Engineering (ASCE), v. 131, n. 10 (Oktober 2005). (2005):
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Time Effects In Concrete-Filled Steel Box Columns In Tall Buildings. In: The Structural Design of Tall Buildings, v. 6, n. 1 ( 1997).
https://doi.org/10.1002/(sici)1099-1794(199703)6:1<1::aid-tal78>3.0.co;2-k
(1997):