Heng-Lin Lv
- (2023): Hybrid physics-BP neural network-based strength degradation model of corroded reinforcements under the simulated colliery environment. In: Structures, v. 50 (April 2023).
- (2022): Physics-Based Shear-Strength Degradation Model of Stud Connector with the Fatigue Cumulative Damage. In: Buildings, v. 12, n. 12 (1 December 2022).
- (2022): Bayesian-based seismic resilience assessment for high-rise buildings with the uncertainty in various variables. In: Journal of Building Engineering, v. 51 (July 2022).
- (2021): Study on the Bond Property between Textile-Reinforced Concrete-Confined Concrete and a Steel Bar. In: Magazine of Concrete Research, v. 73, n. 11 (June 2021).
- (2019): 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).
- (2015): Seismic behavior of replaceable steel truss coupling beams with buckling restrained webs. In: Journal of Constructional Steel Research, v. 104 (January 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 (February 2015).
- (2015): Low-cycle fatigue behavior of corroded and CFRP-wrapped reinforced concrete columns. In: Construction and Building Materials, v. 101 (December 2015).
- (2016): 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 (March 2016).
- (2017): 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).
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