Bing Han

Multi-parameter mix proportion design and optimization of manufactured sand concrete based on RSM

Wave blocking performance of the symmetrical double-wing floating breakwater

Diffraction wave on the single wing floating breakwater

Numerical analysis of mesoscale fatigue cracking behavior in concrete based on cohesive zone model

Study on the Degradation Model of Service Performance in Railway Steel–Concrete Composite Beams Considering the Cumulative Fatigue of Steel Beams and Studs Based on Vehicle–Bridge Coupling Theory

Multi-Object Multi-Camera Tracking Based on Deep Learning for Intelligent Transportation: A Review

Experimental study on fatigue damage of continuous steel–concrete composite beam by acoustic emission

Probabilistic structural identification and condition assessment of prestressed concrete bridges based on Bayesian inference using deflection measurements

A deep learning-based approach for assessment of bridge condition through fusion of multi-type inspection data

Bayesian inference for predicting the long-term deflection of prestressed concrete bridges by on-site measurements

Structural identification via the inference of the stochastic volatility model conditioned on the time-dependent bridge deflection

Influence of submerged annular rippled breakwater on hydrodynamic performance of column floating pier

Brittleness of Concrete under Different Curing Conditions

Dynamic Response of High-Speed Train-Track-Bridge Coupling System Subjected to Simultaneous Wind and Rain

Hydrodynamic performance of a continuous floating bridge with heave plates

Research on numerical model for flexural behaviors analysis of precast concrete segmental box girders

Experimental and cellular-automata-based analysis of chloride ion diffusion in reactive powder concrete subjected to freeze–thaw cycling

Nonlinear model for early age creep of concrete under compression strains

A Bayesian inference framework for predicting the long-term deflection of concrete structures caused by creep and shrinkage

Axial compressive stress-strain relation and Poisson effect of structural lightweight aggregate concrete

Free Vibration and Damping of a Taut Cable with an Attached Viscous Mass Damper

Creep of compression fly ash concrete-filled steel tubular members

An Elastic Modulus Developing Model of Fly Ash Concrete under Sustained Load

Tuned mass-high damping rubber damper on a taut cable

A stay cable with viscous damper and tuned mass damper

A strength developing model of concrete under sustained loads

Sensitivity analysis of creep models considering correlation

Temperature Effect on Creep Behavior of CFST Arch Bridges