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Structural behaviour of masonry arch with no-horizontal springing settlement

Frattura ed integritá strutturale, 2018-01, Vol.12 (43), p.182-190

2018. This article is published under https://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;ISSN: 1971-8993 ;EISSN: 1971-8993 ;DOI: 10.3221/IGF-ESIS.43.14

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  • Title:
    Structural behaviour of masonry arch with no-horizontal springing settlement
  • Author: Zampieri, P. ; Simoncello, N. ; Pellegrino, C.
  • Subjects: Arches ; Collapse mechanism ; Deformation mechanisms ; Experiment ; Failure analysis ; Masonry ; Mathematical analysis ; Safety of masonry arches ; Springing settlement ; Structural integrity
  • Is Part Of: Frattura ed integritá strutturale, 2018-01, Vol.12 (43), p.182-190
  • Description: This paper presents a calculation procedure for assessing the structural integrity of a masonry arch with non-horizontal springing settlement. By applying the Principle of Virtual Work (PVW) to the deformed arch system, the procedure proposed herein details the reaction forces and thrust lines for each step of imposed settlement of the support. The procedure can also be used estimate the final displacement that causes complete failure of arch structural capacity. The results of the analysis procedure were compared against those obtained by experimental testing so as to validate the proposed calculation method.
  • Publisher: Cassino: Gruppo Italiano Frattura
  • Language: English;Italian
  • Identifier: ISSN: 1971-8993
    EISSN: 1971-8993
    DOI: 10.3221/IGF-ESIS.43.14
  • Source: DOAJ Directory of Open Access Journals
    AUTh Library subscriptions: ProQuest Central
    ROAD: Directory of Open Access Scholarly Resources
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