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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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91
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Limit analysis of planar frame structures under seismic load through immune algorithms, file dfe4d22a-9edf-bb0a-e053-d805fe0a78d9
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49
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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 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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16
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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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12
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Nonlinear modelling of the seismic response of masonry structures: Calibration strategies, file dfe4d22e-c76a-bb0a-e053-d805fe0a78d9
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11
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Modelling the nonlinear static response of a 2-storey URM benchmark case study: comparison among different modelling strategies using two- and three-dimensional elements, file dfe4d22e-c76b-bb0a-e053-d805fe0a78d9
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11
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Seismic vulnerability of the Concordia temple, file dfe4d227-5f50-bb0a-e053-d805fe0a78d9
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8
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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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8
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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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8
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Preservation of Abandoned Historic Centres—The Case of Poggioreale antica (Sicily), file 55d9c8ff-1534-4e99-bbe4-bfbe2bf8c6c1
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7
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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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7
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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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7
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Palazzo Gualtieri, file dfe4d22e-658d-bb0a-e053-d805fe0a78d9
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7
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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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Closed form solutions of a multi-cracked circular arch under static loads, file dfe4d227-e32c-bb0a-e053-d805fe0a78d9
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5
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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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Seismic Vulnerability of the Concordia Temple, file dfe4d226-f92d-bb0a-e053-d805fe0a78d9
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4
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The dome of “Badia di Sant’Agata” in Catania: an example of self-supporting structure and seismic protection device, file dfe4d228-5c10-bb0a-e053-d805fe0a78d9
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4
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Seismic collapse prediction of frame structures by means of genetic algorithms, file dfe4d22a-e734-bb0a-e053-d805fe0a78d9
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4
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A nested genetic algorithm strategy for an optimal seismic design of frames, file 301251fa-3f4e-48fa-b108-6f8ee75ee839
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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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On the use of genetic algorithms to assess the seismic resistance of planar frame structures, file dfe4d22d-3818-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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Palazzo Gualtieri, file dfe4d227-548e-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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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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An improved ant colony optimization algorithm and its applications to limit analysis of frame structures, file dfe4d22d-381b-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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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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An Interdisciplinary Approach for the Geometric, Constructive, and Structural Assessment of Historical Masonry Domes with Application to the ‘Badia di Sant’Agata’ in Catania, Sicily, file 5d0790e6-cb2c-4c9e-bce9-92eb911b8147
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1
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On the use of genetic algorithms to assess the seismic resistance of planar frame structures, file 850a356e-91b3-462c-b0f7-237b56d1d7db
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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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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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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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Vulnerabilità Sismica del Tempio della Concordia, file dfe4d227-5a34-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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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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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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La cupola della “Badia di Sant’Agata” a Catania: un esempio di costruzione autoportante e di presidio anti-sismico ante litteram, file dfe4d229-280f-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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On profile reconstruction of Euler–Bernoulli beams by means of an energy based genetic algorithm, file dfe4d22b-ee2d-bb0a-e053-d805fe0a78d9
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1
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Numerical and Experimental Validation of a 3D Macro-Model for the In-Plane and Out-Of-Plane Behavior of Unreinforced Masonry Walls, file dfe4d22c-5fef-bb0a-e053-d805fe0a78d9
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1
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Simulation of Shake Table Tests on Out-of-Plane Masonry Buildings. Part (VI): Discrete Element Approach, file dfe4d22c-e7ff-bb0a-e053-d805fe0a78d9
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1
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Damage identification on spatial Timoshenko arches by means of genetic algorithms, file dfe4d22d-3681-bb0a-e053-d805fe0a78d9
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1
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Automatic evaluation of plastic collapse conditions for planar frames with vertical irregularities, file dfe4d22d-381d-bb0a-e053-d805fe0a78d9
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1
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Advances in dynamic instability of beams subjected to tensile loading, file dfe4d22d-ae29-bb0a-e053-d805fe0a78d9
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1
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A novel procedure for the assessment of the seismic performance of frame structures by means of limit analysis, file eb4c0d19-e112-4ec8-ab9c-45305fa3e01d
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1
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Exact closed-form dynamic stiffness matrix of damaged frames comprising Timoshenko–Ehrenfest beams, file fcb0e0fa-7f43-4713-84df-c4206391500d
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1
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381 |