Non-destructive material evaluation of a reinforced concrete viaduct: a practical methodology

Maximum Drift Demands of Earthquake Damaged Reinforced Concrete Columns Based on Residual Flexure Cracks

Upscaling architected metamaterials for applications in civil infrastructure: auxetic lattices for confining concrete

A two-phased modelling approach for corrosion-induced concrete cracking and bond deterioration in reinforced concrete

Modelling fracture due to corrosion and mechanical loading in reinforced concrete

Influence of the anchorage shear hysteresis on the seismic response of nonstructural components in RC buildings

Coupled effects of corrosion damage and sustained loading on the flexural behavior of RC beams strengthened with CFRP anchorage system

Toward identifying the ASR-induced stresses from displacement measurements and crack observations—Demonstration on a beam bridge in Norway

Influence of different corrosion solutions on reinforced concrete by DIC and traditional strain test

Load effects in reinforced concrete beam bridges affected by alkali–silica reaction—Constitutive modelling including expansion, cracking, creep and crushing

Extended CSDT model for shear capacity assessments of bridge deck slabs

Feature extraction of GPR data for the classification of reflectors in reinforced concrete

Optimizing the concrete load-bearing structure of high-rise buildings: Combining the ground structure method with a recursive resizing algorithm on a case study

Neural network-based formula for shear capacity prediction of one-way slabs under concentrated loads

Skewed slab highway bridges: A parametric study on the design of reinforced concrete, simply supported skewed slab highway bridges

Stop Criteria for Flexure for Proof Load Testing of Reinforced Concrete Structures

Improvements of a Nonlinear Analysis Guideline for the Re-examination of Existing Urban Concrete Structures

On the Potential of Lattice Type Model for Predicting Shear Capacity of Reinforced Concrete and SHCC Structures

An innovative approach to control steel reinforcement corrosion by self-healing

Deflections and Natural Frequencies as Parameters for Structural Health Monitoring: The Effect of Fatigue and Corrosion on the Deflections and the Natural Frequencies of Reinforced Concrete Beams