Results 201 to 210 of about 8,438 (231)
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Seismic Performance of Masonry Infill Walls Retrofitted With CFRP Sheets

SP-230: 7th International Symposium on Fiber-Reinforced (FRP) Polymer Reinforcement for Concrete Structures, 2005
Synopsis: A significant portion of existing building stock that was constructed prior to the enactment of modern seismic design provisions consists of gravity-load-designed reinforced concrete frames, infilled with unreinforced masonry walls. These structures are susceptible to extensive seismic damage when subjected to strong earthquakes and require ...
openaire   +1 more source

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

Structural health monitoring (SHM) and Nondestructive testing (NDT) of slender masonry structures: A practical review

Construction and Building Materials, 2021
Michele Betti   +2 more
exaly  

Failure studies on masonry infill walls

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

A review on acoustic emission monitoring for damage detection in masonry structures

Construction and Building Materials, 2021
Els Verstrynge   +2 more
exaly  

Development of braided fibrous materials for retrofitting masonry infil walls

2013
The most recent earthquakes in Turkey, Italy and Spain demonstrated the vulnerability of non loadbearing unreinforced masonry walls acting as infill of reinforced concrete frames. Conventional fibre reinforced composites (FRPs), which are used to strengthen masonry walls to improve their resistance towards seismic collapse, present insufficient ...
Cunha, Fernando Eduardo Macedo   +4 more
openaire   +1 more source

Experimental investigation of confined masonry infill walls

2016
J.M. Leal G.   +3 more
openaire   +1 more source

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