In Situ Out-of-Plane Testing of Unreinforced Masonry Cavity Walls in as-Built and Improved Conditions

Walsh, Kevin Q.; Dizhur, Dmytro; Shafaei, Jalil; Derakhshan, Hossein; Ingham, Jason

doi:10.1016/j.istruc.2015.04.005

Cited by 29 publications

(5 citation statements)

References 20 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The holes on the fair faced side were sealed with the injection grout to hide the heads of the connectors. A number of studies investigated the idea of enhancing the seismic capacity of masonry structures working only from one side, either by externally bonded composites (see, amongst others, [10,[34][35][36][37][38]) or through transversal connectors [39,40]. Most of these investigations, however, were devoted to in-plane shear or to monotonic out-of-plane bending.…”

Section: Strengthening System With Cfrp Connectorsmentioning

confidence: 99%

Low-impact techniques for seismic strengthening fair faced masonry walls

Santis

AlShawa

Felice

et al. 2021

Construction and Building Materials

View full text Add to dashboard Cite

Section: Strengthening System With Cfrp Connectorsmentioning

confidence: 99%

Low-impact techniques for seismic strengthening fair faced masonry walls

Santis

AlShawa

Felice

et al. 2021

Construction and Building Materials

View full text Add to dashboard Cite

“…Finally, an empirical model is proposed for the evaluation of the OOP strength of infills to be used for local equivalentstatic verifications. In the case of existing buildings, this model may help recognise those cases where a strengthening intervention is necessary [33,34].…”

Section: Introductionmentioning

confidence: 99%

Out-of-plane capacity equations for masonry infill walls accounting for openings and boundary conditions

Liberatore

AlShawa

Marson

et al. 2020

Engineering Structures

View full text Add to dashboard Cite

“…Several research had been done to evaluate the out-ofplane behaviour of partially and fully infill panels, such as [14], this research was based on the experimental testing approach where the walls were loaded out-of-plane using inflatable air bags. Testing was performed on ten unreinforced masonry walls, with cavity walls in two separated buildings.…”

Section: Models Subjected To Out-of-plane Actionsmentioning

confidence: 99%

Seismic behaviour of reinforced concrete frame with infill panels

2018

View full text Add to dashboard Cite

Abstract. Infill panels are usually used in structures; therefore, it is very important to study their behaviour and their influence on bare frames. Several models had been proposed to understand the effect of the infill panels on structure. The aim of this work is to identify the effect of the presence of infill panels on bare frames. The diagonal stiffness and shear compression failure of the structure, the nonlinear behaviour of the infilled frame under axial loading and the relation between the strength, ductility and stress-strain of different previous experiments will be presented. Experimental research on the interaction between the steel frames and infill panels has been done to determine the behaviour of steel frames with different types of infill walls. Many frames with composite panels subjected to cyclic-loading were realized to determine the damping ratio, the static and dynamic response, strength and stiffness degradation of infill elements. The objective of this paper is to represent and analyze the hysteretic behaviour, failure modes, and the variation of different parameters of the infilled bare frame like stiffness, strength, ductility and loading displacement curves.

show abstract

In Situ Out-of-Plane Testing of Unreinforced Masonry Cavity Walls in as-Built and Improved Conditions

Cited by 29 publications

References 20 publications

Low-impact techniques for seismic strengthening fair faced masonry walls

Low-impact techniques for seismic strengthening fair faced masonry walls

Out-of-plane capacity equations for masonry infill walls accounting for openings and boundary conditions

Seismic behaviour of reinforced concrete frame with infill panels

Contact Info

Product

Resources

About