Seismic design and analysis of masonry-infilled frames

V. K.R. Kodur, M. A. Erki, J. H.P. Quenneville

Research output: Contribution to journalArticlepeer-review

16 Scopus citations

Abstract

The analysis procedure accounts for the effect of infills in all three stages, namely, in computing seismic loading, in predicting response of the infilled frame, and in determining the strength of the infilled frame. Practical guidelines, which can be implemented during the construction phase and which have beneficial effects on the behaviour of infilled frames, are provided. Application of the proposed analytical procedure in a design situation is demonstrated through a numerical example. -from Authors

Original languageEnglish
Pages (from-to)576-587
Number of pages12
JournalCanadian Journal of Civil Engineering
Volume22
Issue number3
DOIs
StatePublished - 1995

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