Heng-Lin Lv
- Hybrid physics-BP neural network-based strength degradation model of corroded reinforcements under the simulated colliery environment. In: Structures, v. 50 (April 2023). (2023):
- (2022): Physics-Based Shear-Strength Degradation Model of Stud Connector with the Fatigue Cumulative Damage. In: Buildings, v. 12, n. 12 (1 Dezember 2022).
- Bayesian-based seismic resilience assessment for high-rise buildings with the uncertainty in various variables. In: Journal of Building Engineering, v. 51 (Juli 2022). (2022):
- Study on the Bond Property between Textile-Reinforced Concrete-Confined Concrete and a Steel Bar. In: Magazine of Concrete Research, v. 73, n. 11 (Juni 2021). (2021):
- Experimental study on seismic behavior of reinforced concrete frame in primary and middle schools with different strengthening methods. In: Construction and Building Materials, v. 217 (August 2019). (2019):
- Seismic behavior of replaceable steel truss coupling beams with buckling restrained webs. In: Journal of Constructional Steel Research, v. 104 (Januar 2015). (2015):
- Deterioration behavior of reinforced concrete beam under compound effects of acid-salt mist and carbon dioxide. In: Construction and Building Materials, v. 77 (Februar 2015). (2015):
- Low-cycle fatigue behavior of corroded and CFRP-wrapped reinforced concrete columns. In: Construction and Building Materials, v. 101 (Dezember 2015). (2015):
- Degradation model of bond performance between deteriorated concrete and corroded deformed steel bars. In: Construction and Building Materials, v. 119 (August 2016). (2016):
- Cyclic behaviour of earthquake- and corrosion-damaged RC columns. In: Magazine of Concrete Research, v. 68, n. 22 (November 2016). (2016):
- Seismic retrofit of short RC coupling beams using CFRP composites. In: Magazine of Concrete Research, v. 68, n. 5 (März 2016). (2016):
- Punching Shear Strength of CFT Bridge Column to Reinforced Concrete Four-Pile Cap Connections. In: Journal of Bridge Engineering (ASCE), v. 22, n. 8 (August 2017). (2017):