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Multi-directional seismic assessment of historical masonry buildings by means of macro-element modeling: application to a building damaged during the L'Aquila Earthquake (Italy), file dfe4d22c-7562-bb0a-e053-d805fe0a78d9
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93
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An Innovative Teaching Module Inside VVITA Project - Sustainable And Inclusive Development Of Strategies To Vitalize Villages Through Innovative Architecture Technologies, file dfe4d22a-094e-bb0a-e053-d805fe0a78d9
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34
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Alternative strategies for modelling masonry arches, file 711d3131-1c42-4a33-902c-875c2eec3a49
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26
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New Frontiers on Seismic Modeling of Masonry Structures, file dfe4d228-b17f-bb0a-e053-d805fe0a78d9
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25
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A new discrete macro-node element for the seismic behaviour modelling of reinforced concrete frames, file dfe4d22b-6282-bb0a-e053-d805fe0a78d9
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18
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A New Agent-Based Methodology for the Seismic Vulnerability Assessment of Urban Areas, file dfe4d22a-b9be-bb0a-e053-d805fe0a78d9
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17
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AN EXPEDITIOUS PARAMETRIC APPROACH FOR CITY INFORMATION MODELING AND FINITE ELEMENT ANALYSIS, file dfe4d22e-ad5c-bb0a-e053-d805fe0a78d9
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14
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Seismic and energy renovation: an innovative approach to historic preservation, file dfe4d228-c103-bb0a-e053-d805fe0a78d9
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13
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A simplified model based on self-organized criticality framework for the seismic assessment of urban areas, file dfe4d22d-288d-bb0a-e053-d805fe0a78d9
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13
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A discrete macro element method for modelling ductile steel frames around the openings of URM buildings as low impact retrofitting strategy, file dfe4d22e-c76d-bb0a-e053-d805fe0a78d9
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13
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Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing, file dfe4d228-b026-bb0a-e053-d805fe0a78d9
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10
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3D macroelement approach for nonlinear FE analysis of URM components subjected to in-plane and out-of-plane cyclic loading, file dfe4d22e-4440-bb0a-e053-d805fe0a78d9
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10
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Seismic vulnerability of the Concordia temple, file dfe4d227-5f50-bb0a-e053-d805fe0a78d9
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9
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Crack localization in beams by frequency shifts due to roving mass with rotary inertia, file dfe4d228-b021-bb0a-e053-d805fe0a78d9
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9
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A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches, file dfe4d229-23f8-bb0a-e053-d805fe0a78d9
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9
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On the use of a roving body with rotary inertia to locate cracks in beams, file dfe4d229-2275-bb0a-e053-d805fe0a78d9
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8
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Seismic vulnerability of URM structures based on a Discrete Macro-Element Modeling (DMEM) approach, file dfe4d22a-9a16-bb0a-e053-d805fe0a78d9
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8
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Palazzo Gualtieri, file dfe4d22e-658d-bb0a-e053-d805fe0a78d9
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7
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Closed form solutions of a multi-cracked circular arch under static loads, file dfe4d227-e32c-bb0a-e053-d805fe0a78d9
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6
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A procedure for the identification of multiple cracks on beams and frames by static measurements, file dfe4d229-20c9-bb0a-e053-d805fe0a78d9
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6
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VVITA PROJECT - SUSTAINABLE AND INCLUSIVE DEVELOPMENT OF STRATEGIES TO VITALIZE VILLAGES THROUGH INNOVATIVE ARCHITECTURE TECHNOLOGIES, file dfe4d229-8616-bb0a-e053-d805fe0a78d9
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6
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An automatic discrete macro-element method based procedure for the structural assessment of railway masonry arch bridges, file dfe4d22e-3c6b-bb0a-e053-d805fe0a78d9
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5
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An equivalent non-uniform beam-like model for dynamic analysis of multi-storey irregular buildings, file dfe4d22e-4b68-bb0a-e053-d805fe0a78d9
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5
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On the use of a mesoscale masonry pattern representation in discrete macro-element approach, file 85e0fbbc-a530-4eae-b6d7-8113dd9c2695
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4
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Seismic Vulnerability of the Concordia Temple, file dfe4d226-f92d-bb0a-e053-d805fe0a78d9
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4
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MODELLAZIONE DEL COMPORTAMENTO DINAMICO DI OGGETTI D’ARTE, file dfe4d227-647c-bb0a-e053-d805fe0a78d9
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4
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Considerazioni conclusive [La vulnerabilità sismica degli edifici storici in aggregato], file dfe4d229-23fe-bb0a-e053-d805fe0a78d9
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4
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A discrete-element approach accounting for P-Delta effects, file 22d0f616-1f96-487a-9a3f-90b1d03b8349
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3
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L’UNIVERSITÀ E LA RICERCA PER L’ABRUZZO
Il come e il perché dei danni ai monumenti:
PALAZZO GUALTIERI, file dfe4d227-5746-bb0a-e053-d805fe0a78d9
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3
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REPORT SULLO STATO DELL’EDIFICIO DENOMINATO
“PALAZZO GUALTIERI” A SEGUITO DELL’EVENTO SISMICO DEL 6 APRILE 2009 PRESSO L’AQUILA, file dfe4d227-645f-bb0a-e053-d805fe0a78d9
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3
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A smart displacement based (SDB) beam element with distributed plasticity, file dfe4d227-7cd2-bb0a-e053-d805fe0a78d9
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3
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A simplified methodology to assess seismic risk at district and building level, file dfe4d228-b833-bb0a-e053-d805fe0a78d9
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3
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A 3D discrete macro-element for modelling the out-of-plane behaviour of infilled frame structures, file dfe4d229-2627-bb0a-e053-d805fe0a78d9
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3
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Numerical and Experimental Response of Free-Standing Art Objects Subjected to Ground Motion, file dfe4d22e-ae23-bb0a-e053-d805fe0a78d9
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3
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Exact closed-form dynamic stiffness matrix of damaged frames comprising Timoshenko–Ehrenfest beams, file f79a0842-ed8f-4131-b24d-5b6281926dc3
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3
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EIGENPROPERTIES OF MULTI-CRACKED CIRCULAR ARCHES>, file 5d6b777e-12e8-4aa8-b83c-3d6c69957b2c
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2
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The dynamics of circular arches with multiple damage, file be026946-e019-46f4-9615-b68ec812e26d
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2
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A Discrete Element for Modeling Masonry Vaults, file dfe4d226-f92b-bb0a-e053-d805fe0a78d9
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2
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Exact Solution of the Multi-Cracked Euler-Bernoulli Column, file dfe4d227-1309-bb0a-e053-d805fe0a78d9
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2
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Palazzo Gualtieri, file dfe4d227-548e-bb0a-e053-d805fe0a78d9
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2
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A procedure for the identification of concentrated damages on beams by free vibration tests, file dfe4d227-54b3-bb0a-e053-d805fe0a78d9
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2
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The dynamic non-linear behaviour of beams with closing cracks, file dfe4d227-5638-bb0a-e053-d805fe0a78d9
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2
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A DISCRETE-ELEMENT APPROACH FOR THE SIMULATION OF THE SEISMIC BEHAVIOR OF HISTORICAL BUILDINGS, file dfe4d227-5b3f-bb0a-e053-d805fe0a78d9
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2
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Stability of the Multi-Cracked Euler-Bernoulli Column, file dfe4d227-6088-bb0a-e053-d805fe0a78d9
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2
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Closed-form solutions of Euler-Bernoulli columns with multiple singularities, file dfe4d227-608f-bb0a-e053-d805fe0a78d9
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2
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Un macro-elemento in grado di cogliere il comportamento nel piano e fuori piano di pareti murarie, file dfe4d227-6489-bb0a-e053-d805fe0a78d9
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2
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Stima della vulnerabilità sismica del caso di studio denominato edificio Capri, file dfe4d227-64fb-bb0a-e053-d805fe0a78d9
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2
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The Dynamic Stiffness Matrix (DSM) of axially loaded multi-cracked frames, file dfe4d227-edf4-bb0a-e053-d805fe0a78d9
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2
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The influence of damage on the eigen-properties of Timoshenko spatial arches, file dfe4d22a-a950-bb0a-e053-d805fe0a78d9
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2
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Parametric numerical studies on the dynamic response of unreinforced masonry structures, file dfe4d22d-ae27-bb0a-e053-d805fe0a78d9
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2
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Seismic performance-based assessment of urban cultural heritage assets through different macroelement approaches, file dfe4d22d-e100-bb0a-e053-d805fe0a78d9
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2
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Nonlinear modeling of the seismic response of masonry structures: critical review and open issues towards engineering practice, file dfe4d22e-d42a-bb0a-e053-d805fe0a78d9
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2
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Discrete modelling of externally bonded composite layers on masonry structures, file 131f2a0e-1e30-4b7f-80e2-5e138ef8ccae
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1
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Passive control of the seismic rocking response of art objects, file dfe4d226-f577-bb0a-e053-d805fe0a78d9
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1
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Vibration tailoring of inhomogeneous rod that possesses a trigonometric fundamental mode shape, file dfe4d226-f75f-bb0a-e053-d805fe0a78d9
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1
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Exact closed-form solution for the vibration modes of the Euler-Bernoulli beam with multiple open cracks, file dfe4d226-f7aa-bb0a-e053-d805fe0a78d9
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1
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Tensile and compressive buckling of columns with shear
deformation singularities, file dfe4d226-feff-bb0a-e053-d805fe0a78d9
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1
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Flutter and divergence instability of the multi-cracked cantilever beam-column, file dfe4d227-024e-bb0a-e053-d805fe0a78d9
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1
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Closed-form Solutions for axially graded beam-columns, file dfe4d227-02ef-bb0a-e053-d805fe0a78d9
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1
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EXPONENTIAL SOLUTIONS FOR A LONGITUDINALLY VIBRATING INHOMOGENEOUS ROD, file dfe4d227-0a26-bb0a-e053-d805fe0a78d9
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1
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A new discrete element model for the evaluation of the seismic behaviour of
Unreinforced Masonry Buildings, file dfe4d227-0da2-bb0a-e053-d805fe0a78d9
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1
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Free vibrations of Timoshenko beam-columns on Pasternak foundations, file dfe4d227-0e0e-bb0a-e053-d805fe0a78d9
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1
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Can harmonic functions constitute closed-form buckling modes of inhomogeneous columns?, file dfe4d227-14ef-bb0a-e053-d805fe0a78d9
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1
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Large displacement behaviour of a structural model with foundation uplift under impulsive and earthquake excitations Earthquake Engineering and Structural Dynamics, file dfe4d227-14f0-bb0a-e053-d805fe0a78d9
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1
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3D macro-element modelling approach for seismic assessment of historical masonry churches, file dfe4d227-170a-bb0a-e053-d805fe0a78d9
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1
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Large displacement behaviour of a structural model with foundation uplift under impulsive and earthquake excitations, file dfe4d227-1c4c-bb0a-e053-d805fe0a78d9
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1
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Can a trigonometric function serve both as the vibration and the buckling mode of axially graded structures?, file dfe4d227-1e18-bb0a-e053-d805fe0a78d9
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1
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Seismic response of multistorey building base isolated by friction devices with restoring properties, file dfe4d227-2201-bb0a-e053-d805fe0a78d9
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1
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Closed-form trigonometric solutions for inhomogeneous beam-columns on elastic foundation, file dfe4d227-35c8-bb0a-e053-d805fe0a78d9
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1
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Vulnerabilità sismica delle chiese a una navata nel val di Noto, file dfe4d227-5440-bb0a-e053-d805fe0a78d9
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1
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Un nuovo approccio ai macro-elementi per la stima della resistenza sismica di edificio in struttura mista muratura-calcestruzzo armato: applicazioni ad un caso di studio, file dfe4d227-54c9-bb0a-e053-d805fe0a78d9
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1
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Dynamic Identification of Multiple Concentrated Damages on Beams, file dfe4d227-562c-bb0a-e053-d805fe0a78d9
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1
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Vulnerabilità Sismica del Tempio della Concordia, file dfe4d227-5a34-bb0a-e053-d805fe0a78d9
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1
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Dynamic analysis of framed structures with multiple concentrated open cracks, file dfe4d227-5b2a-bb0a-e053-d805fe0a78d9
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1
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Modelli semplificati per l’analisi dinamica di sistemi interagenti palo-suolo-struttura, file dfe4d227-5cd8-bb0a-e053-d805fe0a78d9
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1
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Generalised functions for modelling singularities: direct and inverse problems, file dfe4d227-5d2b-bb0a-e053-d805fe0a78d9
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1
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A Procedure for the Identification of Concentrated Damages on Beams by Static Tests, file dfe4d227-5d2c-bb0a-e053-d805fe0a78d9
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1
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SIMPLIFIED DYNAMIC ANALYSIS OF PILE-SOIL-STRUCTURE INTERACTION, file dfe4d227-5d3c-bb0a-e053-d805fe0a78d9
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1
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The influence of concentrated cracks on the stability of framed structures, file dfe4d227-5ec8-bb0a-e053-d805fe0a78d9
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1
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Analysis of Damaged Vibrating Beams by means of Distributions: Direct and Inverse Problem, file dfe4d227-5f9b-bb0a-e053-d805fe0a78d9
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1
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Le Caratteristiche Dinamiche della Trave Rettilinea con un Numero Arbitrario di Danni Concentrati, file dfe4d227-6005-bb0a-e053-d805fe0a78d9
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1
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A discrete-element approach for the evaluation of the seismic response of masonry buildings, file dfe4d227-608b-bb0a-e053-d805fe0a78d9
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1
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Un semplice macro-elemento per la valutazione della resistenza sismica di edifici in muratura, file dfe4d227-6124-bb0a-e053-d805fe0a78d9
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1
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La prova di scorrimento con martinetto piatto: applicazione, file dfe4d227-64f9-bb0a-e053-d805fe0a78d9
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1
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La prova di scorrimento con martinetto piatto: specifiche di prova, file dfe4d227-64fa-bb0a-e053-d805fe0a78d9
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1
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Un nuovo elemento discreto per la modellazione di strutture a geometria curva, file dfe4d227-64fc-bb0a-e053-d805fe0a78d9
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1
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A Procedure for the Identification of Cracks on Beam Elements, file dfe4d227-653b-bb0a-e053-d805fe0a78d9
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1
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Riduzione della resistenza sismica a seguito di sopra-elevazioni negli
edifici in struttura mista muratura calcestruzzo armato, file dfe4d227-65f4-bb0a-e053-d805fe0a78d9
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1
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A simplified model for the evaluation of the seismic behaviour of masonry buildings, file dfe4d227-663b-bb0a-e053-d805fe0a78d9
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1
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Numerical macro-modeling of unreinforced masonry structures: a critical appraisal, file dfe4d227-8bc0-bb0a-e053-d805fe0a78d9
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1
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The Dynamic Stiffness Method for the Analysis of Damaged Framed Structures, file dfe4d227-a4ab-bb0a-e053-d805fe0a78d9
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1
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Exact Solution of the Multi-Cracked Euler-Bernoulli Column, file dfe4d227-a6f6-bb0a-e053-d805fe0a78d9
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1
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Palazzo Gualtieri, file dfe4d227-b3be-bb0a-e053-d805fe0a78d9
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1
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Palazzo Gualtieri, file dfe4d227-b593-bb0a-e053-d805fe0a78d9
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1
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Closed-form solution based Genetic Algorithm Software: Application to multiple cracks detection on beam structures by static tests, file dfe4d228-aa0f-bb0a-e053-d805fe0a78d9
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1
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Assessment of the dynamic response of unreinforced masonry structures using a macroelement modeling approach, file dfe4d229-2739-bb0a-e053-d805fe0a78d9
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1
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A Fibre Smart Displacement Based (FSDB) beam element for non linear analysis of r/c frames, file dfe4d229-f2bf-bb0a-e053-d805fe0a78d9
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1
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Large displacement behavior of a rocking flexible structure under harmonic excitation, file dfe4d22a-b52c-bb0a-e053-d805fe0a78d9
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1
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Non-linear modeling of masonry churches through a discrete macro-element approach, file dfe4d22a-d17e-bb0a-e053-d805fe0a78d9
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1
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Un nuovo approccio ai macro-elementi per la stima della resistenza sismica di edifici in struttura mista muratura – calcestruzzo armato: applicazioni ad un caso di studio, file dfe4d22a-dd30-bb0a-e053-d805fe0a78d9
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1
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| Totale |
486 |