Author: Marco Preti

0000000000898486

AUTHOR

Marco Preti

showing 1 related works from this author

Traditional vs. sliding-joint masonry infilled frames: Seismic reliability and EAL

2020

Abstract In reinforced concrete (RC) multi-storey buildings, the important role of the seismic interaction of structural frames with masonry infills has been revealed by several earthquakes and investigated by many authors. Recently, several innovative infill solutions have been proposed to mitigate such interaction, which could result in widespread damage in both the masonry and the RC structure and sometimes jeopardize the building stability and the occupants’ safety. One solution consists in the partitioning of the masonry infill into several sub-panels, relatively sliding along specific joints. This paper investigates the seismic assessment of this technological solution in the framewor…

Performance based earthquake engineeringEarthquake engineeringInfilled framesSeismic reliabilitybusiness.industryFrame (networking)Probabilistic logicExpected annual lossExpected annual loss; Infilled frames; Performance based earthquake engineering; Seismic reliability; Sliding-joints infills02 engineering and technologyStructural engineeringMasonry021001 nanoscience & nanotechnology020303 mechanical engineering & transportsFragility0203 mechanical engineeringInfillJoint (building)Sliding-joints infills0210 nano-technologybusinessReliability (statistics)GeologyEarth-Surface ProcessesProcedia Structural Integrity

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PEPhysical Sciences and Engineering
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