Funicular analysis of masonry vaults
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Publication:4513697
DOI10.1016/S0045-7949(98)00279-XzbMath1048.74601MaRDI QIDQ4513697
Publication date: 1999
Published in: Computers & Structures (Search for Journal in Brave)
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Related Items (13)
Limit analysis of masonry vaults by means of curved shell finite elements and homogenization ⋮ The role of frictional contact of constituent blocks on the stability of masonry domes ⋮ A thrust network approach to the equilibrium problem of unreinforced masonry vaults via polyhedral stress functions ⋮ The effect of stereotomy on the shape of the thrust-line and the minimum thickness of semicircular masonry arches ⋮ An isogeometric collocation method for the static limit analysis of masonry domes under their self-weight ⋮ A new numerical approach for determining optimal thrust curves of masonry arches ⋮ A finite difference method for the static limit analysis of masonry domes under seismic loads ⋮ Structural analysis of masonry historical constructions. Classical and advanced approaches ⋮ Design of self-supporting surfaces with isogeometric analysis ⋮ Load-path optimisation of funicular networks ⋮ On the optimal prediction of the stress field associated with discrete element models ⋮ Minimum thrust and minimum thickness of spherical masonry domes: a semi-analytical approach ⋮ Form finding of shell structures by using membrane theory
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