000021565 001__ 21565
000021565 005__ 20170622131252.0
000021565 04107 $$aeng
000021565 046__ $$k2017-06-15
000021565 100__ $$aMarmo, Francesco
000021565 24500 $$aTHRUST NETWORK ANALYSIS OF MASONRY VAULTS SUBJECT TO VERTICAL AND HORIZONTAL LOADS

000021565 24630 $$n6.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000021565 260__ $$bNational Technical University of Athens, 2017
000021565 506__ $$arestricted
000021565 520__ $$2eng$$aWe illustrate the assumptions underlying a recent reformulation of the Thrust Network Analysis (TNA), a methodology that allows one to model internal forces within masonry arches and vaults by means of a network of thrusts. The proposed version of the TNA allows for analysis of structures of complex geometry, with openings or free edges, subjected to the combined action of vertical and horizontal loadings. A series of numerical examples are reported to show how the method can be applied to evaluate the limit geometric proportions, e.g., minimum thickness, or the horizontal load bearing capacity of masonry arches and vaults.

000021565 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021565 653__ $$aMasonry, Arch, Vault, Limit thickness, Load bearing capacity.

000021565 7112_ $$aCOMPDYN 2017 - 6th International Thematic Conference$$cRhodes Island (GR)$$d2017-06-15 / 2017-06-17$$gCOMPDYN2017
000021565 720__ $$aMarmo, Francesco$$iRosati, Luciano$$iToraldo, Ferdinando$$iSessa, Salvatore$$iMasi, Daniele
000021565 8560_ $$ffischerc@itam.cas.cz
000021565 8564_ $$s758126$$uhttps://invenio.itam.cas.cz/record/21565/files/17018.pdf$$yOriginal version of the author's contribution as presented on CD, section: [MS25] Computational Strategies for the seismic assessment of Cultural Heritage Masonry Structures
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000021565 962__ $$r21500
000021565 980__ $$aPAPER