| Nome |
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Control of framed structures using intelligent monitoring networks, file dd89f8a4-234a-ccdd-e053-6605fe0a1b87
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29
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Seismic risk assessment of Trani’s Cathedral bell tower in Apulia, Italy, file dd89f8a3-b90d-ccdd-e053-6605fe0a1b87
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25
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Experimental Characterization of Traditional Mortars and Polyurethane Foams in Masonry Wall, file dd89f8a4-814f-ccdd-e053-6605fe0a1b87
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23
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Resonances detected on a historical tower under bells’ forced vibrations, file dd89f8a4-d262-ccdd-e053-6605fe0a1b87
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23
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On the static and dynamic behavior of a prehistoric structure typical of Apulia in Italy, file dd89f8a3-b163-ccdd-e053-6605fe0a1b87
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21
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Dynamic load tests on the North-South axis cable-stayed bridge with a non-symmetric central pylon., file dd89f8a4-0390-ccdd-e053-6605fe0a1b87
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19
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Comportamiento mecánico de columnas de hormigón armado reforzadas con mortero reoplástico / Mechanical behavior of concrete columns reinforced with rheoplastic mortar, file dd89f8a2-8d9a-ccdd-e053-6605fe0a1b87
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17
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On the seismic response of protected and unprotected middle-rise steel frames in far-field and near-field areas, file dd89f8a2-8fce-ccdd-e053-6605fe0a1b87
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16
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Finite element models and numerical analysis of a structural glass beam reinforced with embedded carbon fibre rod, file dd89f8a6-5deb-ccdd-e053-6605fe0a1b87
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16
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A dissipating frames for seismic retrofitting and building energy-efficiency, file dd89f8a6-6c09-ccdd-e053-6605fe0a1b87
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16
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TRM reinforcement of masonry specimens for seismic areas, file dd89f8a5-aad4-ccdd-e053-6605fe0a1b87
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15
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Structural operativity evaluation of strategic buildings through finite element (Fe) models validated by operational modal analysis (OMA), file dd89f8a6-6c87-ccdd-e053-6605fe0a1b87
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15
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Mechanical characteristics and water absorption properties of blast-furnace slag concretes with fly ashes or microsilica additions, file dd89f8a6-3c50-ccdd-e053-6605fe0a1b87
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13
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New Mortar Mixes with Chemically Depolymerized Waste PET Aggregates, file dd89f8a6-abc9-ccdd-e053-6605fe0a1b87
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12
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A preliminary approach of dynamic identification of slender buildings by neuronal networks, file dd89f8a6-8631-ccdd-e053-6605fe0a1b87
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11
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DEM modelling and experimental analysis of the static behavior of a dry-joints masonry cross vaults, file dd89f8a6-9372-ccdd-e053-6605fe0a1b87
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11
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On the vulnerability of an irregular reinforced concrete bell tower, file dd89f8a7-120c-ccdd-e053-6605fe0a1b87
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11
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Numerical model of TRM-reinforced masonry walls under lateral in-plane loads, file dd89f8a6-6c0b-ccdd-e053-6605fe0a1b87
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10
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Innovative techniques for concrete reinforcement with polymers, file dd89f8a6-a456-ccdd-e053-6605fe0a1b87
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9
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Mechanical behavior of buildings subjected to impulsive motions, file dd89f8a6-83bf-ccdd-e053-6605fe0a1b87
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8
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Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data, file dd89f8a6-b8da-ccdd-e053-6605fe0a1b87
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8
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Bell's dynamic interaction on a reinforced concrete bell tower, file dd89f8a6-bc62-ccdd-e053-6605fe0a1b87
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8
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Shear Vulnerability of Historical Reinforced-Concrete Structures, file dd89f8a2-9109-ccdd-e053-6605fe0a1b87
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7
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DEM modelling and experimental analysis of the static behavior of a dry-joints masonry cross vaults, file dd89f8a4-379e-ccdd-e053-6605fe0a1b87
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7
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Use of recycled waste PET bottles for the reinforcement of concrete, file dd89f8a2-8d15-ccdd-e053-6605fe0a1b87
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6
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Health monitoring through a tuned FE model of a medieval tower placed in a landslide area, file dd89f8a7-0621-ccdd-e053-6605fe0a1b87
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6
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Response of middle-rise steel frames with and without passive dampers to near-field ground motions, file dd89f8a3-1d22-ccdd-e053-6605fe0a1b87
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5
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Preliminary OMA Results on a Soft Calcarenite Stone Bell-Tower in Mola di Bari (Italy), file dd89f8a3-c39c-ccdd-e053-6605fe0a1b87
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5
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Rolling devices for seismic isolation of lightweight structures and equipment. Design and realization of a prototype, file dd89f8a5-3ae8-ccdd-e053-6605fe0a1b87
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5
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Analysis of a mock-up of a new sustainable easy-assembling modular arch, file dd89f8a5-8dbe-ccdd-e053-6605fe0a1b87
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5
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SUL PROGETTO E VERIFICA ALLO S.L.U. DI SEZIONI RETTANGOLARI IN C.A. CON SOLLECITAZIONE COMPOSTA DI TAGLIO E TORSIONE: Dominio di resistenza spaziale = U.L.S. DESIGN AND CONTROL OF R.C. SECTIONS. SUBJECT TO SHEAR AND TORSION ACTIONS : Spatial domain of strength, file dd89f8a2-8cf0-ccdd-e053-6605fe0a1b87
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4
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Dynamic behavior of new aluminum–steel energy dissipating devices, file dd89f8a2-9180-ccdd-e053-6605fe0a1b87
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4
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Shaking table test design to evaluate earthquake capacity of a 3-storey building specimen composed of cast-in-situ concrete walls, file dd89f8a2-9ccb-ccdd-e053-6605fe0a1b87
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4
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A preliminary approach of dynamic identification of slender buildings by neuronal networks, file dd89f8a3-2634-ccdd-e053-6605fe0a1b87
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4
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Bell's dynamic interaction on a reinforced concrete bell tower, file dd89f8a6-33a5-ccdd-e053-6605fe0a1b87
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4
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Shear Vulnerability of Historical Reinforced-Concrete Structures, file 94830297-98f7-46cc-81a6-82110c46e49f
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3
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Ambient vibration testing, dynamic identification and model updating of a historic tower, file dd89f8a2-8a1c-ccdd-e053-6605fe0a1b87
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3
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Preliminary Analysis of concrete reinforced with waste bottles PET fibers, file dd89f8a2-8c99-ccdd-e053-6605fe0a1b87
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3
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Hysteretic Dissipators in Aluminium and Steel: Optimal Design and Preliminary Characterization Tests, file dd89f8a2-8eaa-ccdd-e053-6605fe0a1b87
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3
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Numerical Analysis of a Steel Model Building Protected with Friction Dampers and Subjected to Shaking-Table Tests, file dd89f8a2-8fe0-ccdd-e053-6605fe0a1b87
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3
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Local ground effects in near-field and far-field areas on seismically protected buildings, file dd89f8a2-913f-ccdd-e053-6605fe0a1b87
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3
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A new experimental approach to the pushover analysis of masonry buildings, file dd89f8a2-91f0-ccdd-e053-6605fe0a1b87
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3
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Shaking-table tests of flat-bottom circular silos containing grain-like material, file dd89f8a2-d3d6-ccdd-e053-6605fe0a1b87
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3
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Innovative techniques for concrete reinforcement with polymers, file dd89f8a3-3b03-ccdd-e053-6605fe0a1b87
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3
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Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data, file dd89f8a4-1fcd-ccdd-e053-6605fe0a1b87
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3
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Mechanical and Thermal Effects of Using Fine Recycled PET Aggregates in Common Screeds, file 363c6ba7-169d-4ece-bcac-8a2bbfca0714
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2
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Experimental analysis of a model isolated at the base with rubber-layer roller bearings (RLRB), file dd89f8a2-8972-ccdd-e053-6605fe0a1b87
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2
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Soluzioni innovative nel campo dei calcestruzzi fibrorinforzati: analisi preliminare su un calcestruzzo rinforzato con fibre di PET, file dd89f8a2-905b-ccdd-e053-6605fe0a1b87
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2
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Output-only modal identification in unfavourable testing conditions and finite element model updating of a seismically damaged building, file dd89f8a2-90c1-ccdd-e053-6605fe0a1b87
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2
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Identification of the modal properties of a building of the Greek heritage, file dd89f8a2-98ee-ccdd-e053-6605fe0a1b87
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2
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Aluminium-Steel Energy Dissipators for Passive Protection of Structures, file dd89f8a2-9ad8-ccdd-e053-6605fe0a1b87
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2
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Dynamic behavior of a Historic Tower in Bari, file dd89f8a2-9b67-ccdd-e053-6605fe0a1b87
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2
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Experimental and Theoretical Behaviour of Fibre Reinforced Masonry, file dd89f8a2-9b6a-ccdd-e053-6605fe0a1b87
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2
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Shear panel for seismic protection of structure, file dd89f8a2-9b87-ccdd-e053-6605fe0a1b87
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2
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On Modeling an Innovative Monitoring Network for Protecting and Managing Cultural Heritage from Risk Events, file dd89f8a2-9cd8-ccdd-e053-6605fe0a1b87
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2
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Non-destructive techniques and monitoring for the evolutive damage detection of an ancient masonry structure, file dd89f8a2-9d78-ccdd-e053-6605fe0a1b87
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2
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The dynamic experimental behavior of a new aluminium passive protection device in a 3D frame, file dd89f8a2-a1c4-ccdd-e053-6605fe0a1b87
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2
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Dynamic Identification of a Pedestrian Bridge using Operational Modal Analysis, file dd89f8a2-a2d0-ccdd-e053-6605fe0a1b87
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2
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Pressure profiles exerted by grain-like material on the silo walls in accelerated conditions, file dd89f8a2-a61d-ccdd-e053-6605fe0a1b87
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2
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Seismic isolation with RLRB, file dd89f8a2-a718-ccdd-e053-6605fe0a1b87
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2
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Shaking table test design to evaluate earthquake capacity of a 3-storey building specimen composed of cast-in-situ concrete walls, file dd89f8a2-aaa1-ccdd-e053-6605fe0a1b87
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2
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An innovative modular system for the building of timber cylindrical roofs, file dd89f8a2-b085-ccdd-e053-6605fe0a1b87
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2
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An approximate solution for the rheological behavior of non-homogeneous structures changing the structural system during the construction process, file dd89f8a2-b2fb-ccdd-e053-6605fe0a1b87
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2
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An approximate solution for the rheological behavior of non-homogeneous structures changing the structural system during the construction process, file dd89f8a2-b2fc-ccdd-e053-6605fe0a1b87
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2
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On the nonlinear behavior of r.c. buildings in near-field areas, file dd89f8a2-c14f-ccdd-e053-6605fe0a1b87
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2
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Studio delle caratteristiche meccaniche di un sistema costruttivo innovativo per realizzare archi e volte in legno, file dd89f8a2-c7ed-ccdd-e053-6605fe0a1b87
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2
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U.l.S. 3D domain of rectangular cross-sections in r.c. subject to shear and torsion, file dd89f8a3-1d9a-ccdd-e053-6605fe0a1b87
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2
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Comparison of different fem simulations of a wooden arch made with modular hollow blocks, file dd89f8a3-b4d4-ccdd-e053-6605fe0a1b87
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2
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Evaluation of structural operativity of two strategic buildings through Seismic Model, file dd89f8a6-5615-ccdd-e053-6605fe0a1b87
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2
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Mechanical behavior of buildings subjected to impulsive motions, file dd89f8a6-83bb-ccdd-e053-6605fe0a1b87
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2
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A procedure for the seismic risk assessment of the cultural heritage, file dd89f8a6-8648-ccdd-e053-6605fe0a1b87
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2
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Groin vaults-scaled by 3d printers Seismic behavior with shaking table tests, file dd89f8a6-a088-ccdd-e053-6605fe0a1b87
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2
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An experimental study on the mechanical and thermal properties of graphene-reinforced screeds, file d7908c21-cc5e-438f-a036-2c3f72b42be7
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1
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Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls, file dd89f8a2-88f0-ccdd-e053-6605fe0a1b87
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1
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An approximate solution for the rheological behavior of non-homogeneous structures changing the structural system during the construction process, file dd89f8a2-890b-ccdd-e053-6605fe0a1b87
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1
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Damage indices evaluation for seismic resistant structures subjected to low-cycle fatigue phenomena, file dd89f8a2-8996-ccdd-e053-6605fe0a1b87
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1
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L'impiego del pet riciclato come materiale di rinforzo del calcestruzzo, file dd89f8a2-8a94-ccdd-e053-6605fe0a1b87
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1
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On the Numerical and Experimental Strengthening Assessment of Tufa Masonry with FRP, file dd89f8a2-8c1b-ccdd-e053-6605fe0a1b87
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1
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Strong motion duration effects on base isolated systems, file dd89f8a2-8c95-ccdd-e053-6605fe0a1b87
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1
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Comparative study of the inelastic response of base isolated buildings, file dd89f8a2-8ca9-ccdd-e053-6605fe0a1b87
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1
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Analysis of a Metallic Pedestrian Bridge under Dynamic Human Loads in Pre and Post Reinforcement Phases, file dd89f8a2-8d16-ccdd-e053-6605fe0a1b87
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1
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On the dynamic response of rolling base isolation systems, file dd89f8a2-8d22-ccdd-e053-6605fe0a1b87
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1
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Response of frames seismically protected with passive systems in near-field areas, file dd89f8a2-8dd3-ccdd-e053-6605fe0a1b87
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1
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Structural Health Monitoring through Dynamic Identification Techniques: Numerical Simulation of a Damage Scenario, file dd89f8a2-8f1d-ccdd-e053-6605fe0a1b87
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1
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Studio delle proprietà meccaniche dei giunti fibrorinforzati per laterizi rettificati, file dd89f8a2-8f6c-ccdd-e053-6605fe0a1b87
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1
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Optimal model through identified frequencies of a masonry building structure with wooden floors, file dd89f8a2-8fcf-ccdd-e053-6605fe0a1b87
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1
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Dynamic Behavior of a Pedestrian Bridge in Alicante (Spain), file dd89f8a2-90df-ccdd-e053-6605fe0a1b87
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1
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Hysteretic dissipators made of aluminum and steel: optimal design and preliminary characterization tests, file dd89f8a2-939e-ccdd-e053-6605fe0a1b87
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1
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Swinging-bell Resonances and their Cancellation Identified by Dynamical Testing in a Modern Bell Tower, file dd89f8a2-94f2-ccdd-e053-6605fe0a1b87
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1
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Influenza delle tamponature sulla statica dei telai in c.a. in zona sismica, file dd89f8a2-95ed-ccdd-e053-6605fe0a1b87
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1
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Optimal model of a masonry building structure with wooden floors, file dd89f8a2-9876-ccdd-e053-6605fe0a1b87
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1
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A Numerical Study on Ground-Structure Systems Subjected to Liquefaction during Seismic Events, file dd89f8a2-989a-ccdd-e053-6605fe0a1b87
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1
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Model Updating Through Identified Frequencies of an Historical Stocky Structure Building with Wooden Floors, file dd89f8a2-98ea-ccdd-e053-6605fe0a1b87
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1
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On the seismic response of protected and unprotected middle-rise steel frames in far-field and near-field areas, file dd89f8a2-98fd-ccdd-e053-6605fe0a1b87
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1
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On the Use of Dynamic and Ground Penetrating Radar Tests for the Identification of an Historical Bell Tower, file dd89f8a2-9993-ccdd-e053-6605fe0a1b87
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1
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Progettazione di una prova su tavola vibrante di un edificio a tre piani in scala reale costituito da pareti sandwich in c.a. gettato in opera, file dd89f8a2-9a0e-ccdd-e053-6605fe0a1b87
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1
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Shear strength in existing reinforced concrete structures = Resistenza a taglio di strutture esistenti in c.a., file dd89f8a2-9a77-ccdd-e053-6605fe0a1b87
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1
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Structural Safety Control of Masonry Buildings: Non-Linear Static Seismic Analysis with a Non-Linear Shear Strength Criterion, file dd89f8a2-9c00-ccdd-e053-6605fe0a1b87
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1
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Operational Modal Analysis of a Historic Tower in Bari, file dd89f8a2-9c73-ccdd-e053-6605fe0a1b87
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1
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Shaking table tests on a 3 story building composed by concrete sandwich walls., file dd89f8a2-9c82-ccdd-e053-6605fe0a1b87
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1
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| Totale |
514 |