Results 151 to 160 of about 370 (182)
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Innovative System for Earthquake Resistant Masonry Infill Walls

2018
Severe damages of masonry infill walls in reinforced concrete and steel frames have been observed after many earthquakes. Typically, masonry infill walls are loaded not just in-plane and out-of-plane but also simultaneously in both directions. While the damage due to the in-plane loading is caused by the increase of interstory drift, out-of-plane ...
Marinković, Marko, Butenweg, Christoph
openaire   +2 more sources

Definition of diagonal Poisson’s ratio and elastic modulus for infill masonry walls

Materials and Structures, 2013
The prediction of the response of infilled frames through the simplified approach of substituting the infill with an equivalent pin-jointed strut is treated. In this framework the results of an experimental study for the mechanical characterization of different types of masonry infills having the aim of estimating strength, Young modulus and Poisson’s ...
CAVALERI, Liborio   +4 more
openaire   +3 more sources

Out-of-plane behaviour of infill masonry walls

2007
Recently, a new code for the seismic design of structures has been adopted in Italy (OPCM 3431; 2005). This code provides new provisions for the safety evaluation of non structural elements, among which the masonry infill walls for framed structures.
DA PORTO, FRANCESCA   +2 more
openaire   +1 more source

Out-of-plane response of infill masonry walls

2014
The observation of damage after earthquakes has highlighted that out-of-plane failures of masonry infill walls are somewhat frequent. In many cases, the structure withstands the ground shaking with minor damage, whereas infills collapse in-plane or out-of-plane.
LIBERATORE, Laura, PASCA, Monica
openaire   +1 more source

Seismic Isolation of Masonry Infill Walls

Structures 2004, 2004
A. M. Memari, M. Aliaari
openaire   +1 more source

Failure studies on masonry infill walls

2010
Kaspar Willam, Ben Blackard, Carlo Citto
openaire   +1 more source

Isolation of infill walls as solution for both masonry infills and RC structures

2023
Marinkovic, Marko   +3 more
openaire   +1 more source

Retrofitting masonry infill walls with novel fibrous structures

2012
The present work reports the development of novel retrofitting materials based on braided fibrous structures for the non-load bearing masonry walls. Three different types of braided structure were produced namely (1) simple braids made of polyester yarns, (2) braids made of polyester yarns and axially reinforced with glass fibres and (3) braids made of
Cunha, Fernando Eduardo Macedo   +4 more
openaire   +1 more source

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