Piseth Heng
- Behaviour of a novel timber-concrete floor with a three-dimensional (3D) ductile notched connection. In: Engineering Structures, v. 309 (Juni 2024). (2024):
- Mechanical behavior of a new thermal break system for exterior wall-slab joints under monotonic loading. In: Engineering Structures, v. 303 (März 2024). (2024):
- Behaviour of embedded H-profile balcony-to-slab connection. In: Journal of Constructional Steel Research, v. 213 (Februar 2024). (2024):
- An experimental investigation on the dovetail notched connection for cross-laminated-timber-concrete composite slabs. In: European Journal of Environmental and Civil Engineering, v. 27, n. 15 (März 2023). (2023):
- Influence of partial shear connection on the behaviour of U-shaped steel concrete beams with L-shaped shear connectors. In: Engineering Structures, v. 278 (März 2023). (2023):
- (2018): U-shaped Steel-concrete Hybrid Beams: an Alternative Solution for Long-span Beams. Vorgetragen bei: IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018.
- Behaviour of a joint between a U-shaped steel-concrete beam and a concrete-filled steel tubular column. In: Journal of Constructional Steel Research, v. 175 (Dezember 2020). (2020):
- An innovative concrete-steel structural system for long-span structure allowing a fast and simple erection. In: Structures, v. 21 (Oktober 2019). (2019):
- Robust impact design of steel and composite buildings Advances in the Residual Strength Method. Vorgetragen bei: IABSE Workshop: Safety, Robustness and Condition Assessment of Structures, Helsinki, Finland, 11-12 February 2015. (2015):
- Reliability-Based Analysis for Thermal Break System under Low-Cycle Climatic Fatigue Loads. In: Journal of Structural Engineering (ASCE), v. 145, n. 3 (März 2019). (2019):
- Co-rotational planar beam element with generalized elasto-plastic hinges. In: Engineering Structures, v. 151 (November 2017). (2017):
- An enhanced SDOF model to predict the behaviour of a steel column impacted by a rigid body. In: Engineering Structures, v. 152 (Dezember 2017). (2017):
- Residual stiffness and strength of shear connectors in steel-concrete composite beams after being subjected to a pull-out pre-damaging: An experimental investigation. In: Structures, v. 11 (August 2017). (2017):