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Experimental studies on seismic behaviour of RC frame with different configuration of infills

  • Fabio Cancogni
  • , J. S. Kuang

Research output: Chapter in Book/Conference Proceeding/ReportConference Paper published in a bookpeer-review

Abstract

It is well known that the seismic effect of masonry infills is not fully considered on the reinforced concrete frame structures worldwide, though it has great influence on the overall structural behaviour during earthquakes. The purpose of this study is to investigate the effect of masonry- infilled walls on the RC frame response under reversed cyclic load. To pursue this goal, three large- scaled infilled RC frame specimens have been tested. Differences in results regarding stiffness, ductility and energy dissipation were obtained to evaluate the frame-to-infill interaction. These experiments focus especially on the enhancements gained by making use of masonry walls and failure modes, as compared to those of the bare frame. Conclusions are drawn by analysing hysteretic response and direct observation of the specimen.

Original languageEnglish
Title of host publicationIABSE Conference, Nara 2015
Subtitle of host publicationElegance in Structures - Report
PublisherInternational Association for Bridge and Structural Engineering (IABSE)
Pages476-477
Number of pages2
ISBN (Electronic)9783857481383
DOIs
Publication statusPublished - 2015
EventIABSE Conference, Nara 2015: Elegance in Structures - Nara, Japan
Duration: 13 May 201515 May 2015

Publication series

NameIABSE Conference, Nara 2015: Elegance in Structures - Report

Conference

ConferenceIABSE Conference, Nara 2015: Elegance in Structures
Country/TerritoryJapan
CityNara
Period13/05/1515/05/15

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