A finite difference method for the static limit analysis of masonry domes under seismic loads

The static limit analysis of axially symmetric masonry domes subject to pseudo-static seismic forces is addressed. The stress state in the dome is represented by the shell stress resultants (normal-force tensor, bending-moment tensor, and shear-force vector) on the dome mid-surface. The classical di...

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Bibliographic Details
Published inMeccanica (Milan) Vol. 57; no. 1; pp. 121 - 141
Main Authors Nodargi, Nicola A., Bisegna, Paolo
Format Journal Article
LanguageEnglish
Published Dordrecht Springer Netherlands 01.01.2022
Subjects
Automotive Engineering
Civil Engineering
Classical Mechanics
Engineering
Mechanical Engineering
Shell
Shear
Historical monuments
Finite difference
Masonry dome
Limit analysis
Second-order cone programming
Online AccessGet full text
ISSN0025-6455
1572-9648
DOI10.1007/s11012-021-01414-3

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