Estimates for the stiffness, strength and drift capacity of stone masonry walls based on 123 quasi-static cyclic tests reported in the literature

F Vanin, D Zaganelli, A Penna, K Beyer - Bulletin of Earthquake …, 2017 - Springer
This paper summarises 123 existing quasi-static shear–compression tests on stone masonry
walls and evaluates the results to provide the input required for the displacement-based …

Modeling the shear behavior of deep beams strengthened with FRP sheets

E Fathalla, R Rajapakse, BI Mihaylov - Engineering Structures, 2022 - Elsevier
While external FRP sheets are a viable solution for the strengthening of concrete members,
there is a lack of mechanical models that can capture their effect on the shear strength of …

Two-parameter kinematic theory for punching shear in reinforced concrete slabs without shear reinforcement

D Kueres, J Hegger - Engineering Structures, 2018 - Elsevier
Measurements taken from recent test series with varying slenderness reveal strong
differences between fracture kinematics of slender and compact slabs failing in punching. In …

Evaluating the shear resistance of deep beams loaded or supported by wide elements

GT Proestos, DK Palipana, BI Mihaylov - Engineering Structures, 2021 - Elsevier
It is common in concrete structures to encounter deep beams that are loaded or supported
by wide elements such as shear walls in buildings and large piers in bridges. This type of …

Fracture kinematics of reinforced concrete slabs failing in punching

D Kueres, M Ricker, M Classen, J Hegger - Engineering Structures, 2018 - Elsevier
Over the past decades, a large number of punching shear resistance models with different
backgrounds have been developed. Among them, punching shear resistance models based …

Comprehensive approach for examining shear‐critical RC walls using detailed experimental measurements

E Fathalla, B Mihaylov - Structural Concrete, 2024 - Wiley Online Library
Current design codes lack robust assessment methods for shear‐critical non‐slender
members based on on‐site crack measurements. Therefore, in this paper, a comprehensive …

Seismic behaviour and analysis of U-shaped RC walls

RT Constantin - 2016 - infoscience.epfl.ch
In many countries of moderate to high seismicity, reinforced concrete (RC) core walls are
used as lateral bracing systems in mid-to high-rise buildings where they typically …

Shear Behaviour of Full-Scale Squat Shear Walls with and without Precast Pre-walls

E Fathalla, B Ringeisen, M Lenges… - Journal of Advanced …, 2024 - jstage.jst.go.jp
Reinforced concrete shear walls are commonly used in buildings to resist lateral loads due
to wind and seismic action. They are typically either cast-in-place or precast, with the latter …

Shear Strength of Flanged Squat Walls with 690 MPa Reinforcing Bars

JH Kim, HG Park - ACI Structural Journal, 2022 - search.proquest.com
Six squat walls were tested under cyclic loading to investigate the effects of flanges and high-
strength reinforcing bars on the shear strength. Test parameters were the grade of …

A numerical critical shear crack model and its application to post‐peak behavior assessment of RC and SFRC beams

D Xiang, Y Yu, X Gao - Structural Concrete, 2024 - Wiley Online Library
In this paper, a numerical critical shear crack model, in which the shear‐flexural coupling
effect is considered and the full process of stress and strain is captured, is proposed to …