The pore characteristics play a dominant role in the permeability attributes of pervious
concrete. To study the relationship between the pore characteristics and permeability …

After a significant earthquake, the updated status of the structural elements is usually
determined based on a qualitative visual inspection. Although visual inspection provides a …

The seismic damage to reinforced concrete (RC) components is conventionally quantified
through various damage indices. In this paper, an image‐based procedure is developed for …

The aim of this study was to investigate the relationship between permeability properties and
pore characteristics of reactive powder concrete (RPC) of drilling shaft under the coupling …

The results of studies into the usefulness of 3D surface roughness parameters determined
by 3D laser scanning, for the nondestructive evaluation of the pull-off adhesion of concrete …

In this paper, a methodology is developed for seismic damage identification of non‐ductile
reinforced concrete moment frames using surface crack images. A comprehensive database …

The undulating appearance of 3D-printed concrete (3DPC) is an essential feature that
impacts the integrity and stability of the multilayer structure, yet the related evaluation …

This paper presents a novel method for estimating the seismic peak interstory drift ratio (IDR)
in reinforced concrete (RC) columns after an earthquake using surface crack image …

In this work a newly designed three-dimensional (3D) scanner was used in order to evaluate
and describe the morphology of selected concrete substrate surfaces. A special focus was …

In this paper, a novel computer-vision based methodology is developed for predicting the
seismic peak drift ratio of damaged reinforced concrete moment frames using surface crack …