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 in:	Meccanica (Milan) Vol. 57; no. 1; pp. 121 - 141
Main Authors:	Nodargi, Nicola A., Bisegna, Paolo
Format:	Journal Article
Language:	English
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
ISSN:	0025-6455, 1572-9648
Online Access:	Get full text
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