| Nome |
# |
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Evaluation of the increased load bearing capacity of steel beams strengthened with pre-stressed FRP laminates, file e0d6c927-bd58-fcf8-e053-d805fe0aa794
|
846
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null, file e0d6c92c-5345-fcf8-e053-d805fe0aa794
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253
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EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD, file e0d6c92e-24bc-fcf8-e053-d805fe0aa794
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231
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null, file e0d6c92c-5347-fcf8-e053-d805fe0aa794
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176
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An experimental compliance calibration strategy for mixed-mode bending tests, file e0d6c927-9f70-fcf8-e053-d805fe0aa794
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171
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null, file e0d6c92c-d988-fcf8-e053-d805fe0aa794
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163
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A Simple Mechanical Model for a Wiper Blade Sliding and Sticking Over a Windscreen, file e0d6c929-362c-fcf8-e053-d805fe0aa794
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159
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An elastic-interface model for the mixed-mode bending test under cyclic loads, file e0d6c927-846c-fcf8-e053-d805fe0aa794
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143
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GIMC-GMA 2016:XXI Convegno Italiano di Meccanica Computazionale e VIII Riunione del Gruppo Materiali AIMETA, Lucca 27-29 giugno 2016 – Scuola IMT Alti Studi Lucca: ATTI DEL CONVEGNO, file e0d6c927-7735-fcf8-e053-d805fe0aa794
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127
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null, file e0d6c92d-870f-fcf8-e053-d805fe0aa794
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105
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3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL, file e0d6c928-f152-fcf8-e053-d805fe0aa794
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99
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A cohesive-zone model for steel beams strengthened with pre-stressed laminates, file e0d6c92e-a817-fcf8-e053-d805fe0aa794
|
88
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|
null, file e0d6c927-72f7-fcf8-e053-d805fe0aa794
|
46
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An elastic-interface model for buckling-driven delamination growth in composite panels under bending, file e0d6c927-846e-fcf8-e053-d805fe0aa794
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33
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null, file e0d6c926-81b0-fcf8-e053-d805fe0aa794
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31
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null, file e0d6c929-990e-fcf8-e053-d805fe0aa794
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25
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A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD, file e0d6c930-08b0-fcf8-e053-d805fe0aa794
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24
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On shear stresses in tapered beams, file e0d6c927-79ed-fcf8-e053-d805fe0aa794
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9
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Analytical evaluation of the stress fields in tapered box girders, file e0d6c92a-de9b-fcf8-e053-d805fe0aa794
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9
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null, file e0d6c927-6c5b-fcf8-e053-d805fe0aa794
|
8
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null, file e0d6c92b-6929-fcf8-e053-d805fe0aa794
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8
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Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse, file e0d6c926-86ba-fcf8-e053-d805fe0aa794
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6
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Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems, file e0d6c927-6e12-fcf8-e053-d805fe0aa794
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6
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Influence of the wall shape on the collapse of arch-wall systems, file e0d6c928-a63a-fcf8-e053-d805fe0aa794
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5
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null, file e0d6c926-2f3b-fcf8-e053-d805fe0aa794
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4
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Some remarks on historical sizing rules for arch-wall-piers systems, file e0d6c92b-502b-fcf8-e053-d805fe0aa794
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4
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null, file e0d6c92c-fb32-fcf8-e053-d805fe0aa794
|
4
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null, file e0d6c92d-1629-fcf8-e053-d805fe0aa794
|
4
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L'insegnamento della scienza delle costruzioni in Italia, file e0d6c926-2ff7-fcf8-e053-d805fe0aa794
|
3
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A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis, file e0d6c926-85b9-fcf8-e053-d805fe0aa794
|
3
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SCALE MODELS FOR THE EXPERIMENTAL ANALYSIS OF THE COLLAPSE MECHANISMS OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS, file e0d6c92a-0d0b-fcf8-e053-d805fe0aa794
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3
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|
A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches, file e0d6c92a-a720-fcf8-e053-d805fe0aa794
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3
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A TRAPEZOIDAL PLAN SAIL VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE LIVORNO FORTEZZA VECCHIA: FROM HISTORICAL INVESTIGATIONS TO AN ANALYSIS OF ITS STRUCTURAL BEHAVIOUR, file e0d6c92d-f010-fcf8-e053-d805fe0aa794
|
3
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EQUILIBRIUM OF MASONRY SAIL VAULTS: THE CASE STUDY OF A SUBTERRANEAN VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE “FORTEZZA VECCHIA” IN LIVORNO, file e0d6c92e-967d-fcf8-e053-d805fe0aa794
|
3
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Beamlike models for the analyses of curved, twisted and tapered horizontal-axis wind turbine (HAWT) blades undergoing large displacements, file e0d6c930-2a26-fcf8-e053-d805fe0aa794
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3
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|
null, file e0d6c926-2238-fcf8-e053-d805fe0aa794
|
2
|
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Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls, file e0d6c926-35dc-fcf8-e053-d805fe0aa794
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2
|
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Dynamics of a mass-spring system in contact with a rough surface moving according to a sinusoidal law, file e0d6c926-441b-fcf8-e053-d805fe0aa794
|
2
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|
null, file e0d6c92d-0c32-fcf8-e053-d805fe0aa794
|
2
|
|
null, file 2037a0fb-611d-4b9e-b508-bf88b3cfae4c
|
1
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Mechanical Behaviour of Masonry Panels under In-Plane Loads, file e0d6c926-180b-fcf8-e053-d805fe0aa794
|
1
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Modelling of interfacial fracture of layered structures, file e0d6c926-214f-fcf8-e053-d805fe0aa794
|
1
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Exact optimal flexural design of laminates, file e0d6c926-288c-fcf8-e053-d805fe0aa794
|
1
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A mechanical model for mixed-mode buckling-driven delamination growth, file e0d6c926-2f10-fcf8-e053-d805fe0aa794
|
1
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|
null, file e0d6c926-3670-fcf8-e053-d805fe0aa794
|
1
|
|
null, file e0d6c926-381d-fcf8-e053-d805fe0aa794
|
1
|
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Analysis of some historical sizing rules for arch-wall-piers systems, file e0d6c928-9a4a-fcf8-e053-d805fe0aa794
|
1
|
|
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS
OF MASONRY DOMES, file e0d6c929-ca56-fcf8-e053-d805fe0aa794
|
1
|
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Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method, file e0d6c929-db56-fcf8-e053-d805fe0aa794
|
1
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Valutazione della capacità portante di edifici in muratura soggetti ad azioni orizzontali: il caso studio del Mercato delle Vettovaglie di Livorno, file e0d6c929-e9db-fcf8-e053-d805fe0aa794
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1
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COLLAPSE OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS: SEARCHING FOR KINEMATICALLY AND STATICALLY ADMISSIBLE LOAD MULTIPLIERS, file e0d6c929-f328-fcf8-e053-d805fe0aa794
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1
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Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models, file e0d6c92b-40c5-fcf8-e053-d805fe0aa794
|
1
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Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method, file e0d6c92b-692b-fcf8-e053-d805fe0aa794
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1
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Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method, file e0d6c92b-fa6f-fcf8-e053-d805fe0aa794
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1
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null, file e0d6c92d-9783-fcf8-e053-d805fe0aa794
|
1
|
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A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method, file e0d6c92f-f65f-fcf8-e053-d805fe0aa794
|
1
|
| Totale |
2.833 |