Limit states analysis of masonry arches

Research output: Chapter in Book/Report/Conference proceedingConference contribution

2 Scopus citations

Abstract

The limit states analysis of masonry arches, heretofore used only for the analysis of hinging mechanisms within the arch ring, is shown to have wider applicability. Lower and upper bounds may be obtained for collapse loads involving sliding at joints or at the abutments of a masonry arch, and combinations of hinging and sliding. The theorems of shakedown limit analysis make it possible to determine lower and upper bounds to the dynamic loads which may initiate an incremental collapse mechanism.

Original languageEnglish (US)
Title of host publicationProc Struct Congr 94
PublisherPubl by ASCE
Pages797-802
Number of pages6
ISBN (Print)087262952X
StatePublished - Jan 1 1994
EventProceedings of the Structures Congress '94 - Atlanta, GA, USA
Duration: Apr 24 1994Apr 28 1994

Publication series

NameProc Struct Congr 94

Other

OtherProceedings of the Structures Congress '94
CityAtlanta, GA, USA
Period4/24/944/28/94

All Science Journal Classification (ASJC) codes

  • Engineering(all)

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  • Cite this

    Boothby, T. E. (1994). Limit states analysis of masonry arches. In Proc Struct Congr 94 (pp. 797-802). (Proc Struct Congr 94). Publ by ASCE.