Showing results 9 to 20 of 20
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| Issue Date | Title | Author(s) |
| 2020 | Flexural behaviour of concrete filled tubular flange girders (CFTFGs) | Al-Dujele, Rana |
| 2015 | High strength steel in fire | Winful, DA; Cashell, K; Pargeter, RJ; Barnes, AM |
| 10-Oct-2020 | The Influence of Different Factors on Buildings’ Height in the Absence of Shear Walls in Low Seismic Regions | Keihani, R; Bahadori-Jahromi, A; Goodchild, C; Cashell, K |
| 2022 | Mechanical tensile testing and metallurgical investigation of the residual properties of stainless steel reinforcing bar after exposure to elevated temperatures | Rehman, Fazal-ur |
| 2018 | Multiple beams Yb:fibre laser welding process for Grade 2205 duplex stainless steel | Bolut, Maxime |
| 15-Oct-2021 | Nonlinear Analysis of a Steel Frame Structure Exposed to Post-Earthquake Fire | Alisawi, A; Collins, P; Cashell, K |
| 2017 | Nonlinear three–dimensional finite–element modelling of reinforced–concrete beams: Computational challenges and experimental validation | Alfano, G; Cashell, K; Zhou, X |
| 19-May-2022 | Response of restrained stainless steel corrugated web beams at elevated temperature | Khan, M; Khan, AA; Cashell, K; Usmani, A |
| 2018 | Structural fire design considerations for high strength steel | Winful, Dorothy Abigail Adjoa Anoa |
| 15-Mar-2021 | Structural fire design of SHS, RHS and CHS high strength steel columns | Mohammad, A; Cashell, K |
| 4-Oct-2021 | Ultimate behaviour and serviceability analysis of stainless steel reinforced concrete beams | Rabi, M; Cashell, K; Shamass, R |
| 2010 | Ultimate behaviour of composite floor slabs at ambient and elevated temperature | Cashell, K; Elghazouli, AY; Izzuddin, BA |
