John P. Forth
- Investigation on the performance of annularly aligned steel fiber reinforced cementitious composites pipe under internal water pressure. In: Journal of Building Engineering, v. 82 (April 2024). (2024):
- Time-dependent behaviour of RC beams under eccentric combined loads as a unit of beam-column joint assemblies made from normal strength concrete without/with CFRP wraps. In: Engineering Structures, v. 288 (August 2023). (2023):
- An experimental and analytical investigation of reinforced concrete beam-column joints strengthened with a range of CFRP schemes applied only to the beam. In: Advances in Structural Engineering, v. 24, n. 12 (Mai 2021). (2021):
- Imposed Loading Effects on Reinforced Concrete Walls Restrained at Their Base. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 173, n. 6 (Juni 2020). (2020):
- Uniaxial tensile behavior of aligned steel fibre reinforced cementitious composites. In: Materials and Structures, v. 52, n. 4 (Juni 2019). (2019):
- Creep of clay masonry exhibiting cryptoflorescence. In: Materials and Structures, v. 41, n. 5 (Juni 2008). (2008):
- Response of reinforced concrete beams to hydrostatic pressure acting within primary cracks. In: Materials and Structures, v. 47, n. 9 (September 2014). (2014):
- The use of glycerol and cooking oil in masonry unit production. In: Proceedings of the Institution of Civil Engineers - Construction Materials, v. 170, n. 2 (April 2017). (2017):
- Verification of cracked section shrinkage curvature models. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 167, n. 5 (Mai 2014). (2014):
- Behaviour of cracked reinforced concrete beams under repeated and sustained load types. In: Engineering Structures, v. 56 (November 2013). (2013):
- Retrofitting of masonry walls by using a mortar joint technique; experiments and numerical validation. In: Engineering Structures, v. 117 (Juni 2016). (2016):
- Superstructure Behavior of a Stub-Type Integral Abutment Bridge. In: Journal of Bridge Engineering (ASCE), v. 19, n. 6 (Juni 2014). (2014):
- Time-dependent behaviour of cracked, partially bonded reinforced concrete beams under repeated and sustained loads. In: Engineering Structures, v. 163 (Mai 2018). (2018):