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Computer-aided decision making for regional seismic risk mitigation accounting for limited economic resources, file dfe4d05d-aa1d-eb50-e053-6605fe0a26fa
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9
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Damage analysis and seismic retrofitting of a continuous prestressed reinforced concrete bridge, file dfe4d05c-6384-eb50-e053-6605fe0a26fa
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8
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Experimental Issues in Testing a Semiactive Technique to Control Earthquake Induced Vibration, file dfe4d05c-6476-eb50-e053-6605fe0a26fa
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8
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Experimental Assessment of a Skyhook Semiactive Strategy for Seismic Vibration Control of a Steel Structure, file dfe4d05d-0494-eb50-e053-6605fe0a26fa
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7
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Variable Dampers to Mitigate Structural Demand to Wind Turbines: The Role of the Monitoring System Features for the Effectiveness of the Control Strategy, file dfe4d05d-6f04-eb50-e053-6605fe0a26fa
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7
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Skyhook-based monitoring and control of a steel building under seismic action, file dfe4d05d-73e0-eb50-e053-6605fe0a26fa
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7
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Real-time monitoring and structural control of a wind turbine using a rocking system, file dfe4d05d-73e2-eb50-e053-6605fe0a26fa
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7
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DIBRAST: A Computer-Aided Seismic Design Procedure for Frame Structures Equipped With Hysteretic Devices, file dfe4d05d-7643-eb50-e053-6605fe0a26fa
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7
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Innovative Technologies for Reducing Structural Vibrations due to Natural Events and Human Activities, file dfe4d05c-8da6-eb50-e053-6605fe0a26fa
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6
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Exploring New Boundaries to Mitigate Structural Vibrations of Bridges in Seismic Regions: A Smart Passive Strategy, file dfe4d05c-8dd7-eb50-e053-6605fe0a26fa
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5
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Shake table investigation of a structure isolated by recycled rubber devices and magnetorheological dampers, file dfe4d05c-c912-eb50-e053-6605fe0a26fa
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5
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Seismic Risk Mitigation for a Portfolio of Reinforced Concrete Frame Buildings through Optimal Allocation of a Limited Budget, file dfe4d05d-2bcb-eb50-e053-6605fe0a26fa
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5
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Medium to long term behavior of MR dampers for structural control, file dfe4d05c-2ce6-eb50-e053-6605fe0a26fa
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4
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Effetto filtro indotto dalla presenza dei pali sul moto sismico alla base di un edificio., file dfe4d05c-564a-eb50-e053-6605fe0a26fa
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4
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Semi-Active Control of Precast RC Columns under Seismic Action, file dfe4d05d-73de-eb50-e053-6605fe0a26fa
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4
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Understanding and modelling the physical behaviour of magnetorheological dampers for seismic structural control, file dfe4d05b-f785-eb50-e053-6605fe0a26fa
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3
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Approximate methods to evaluate storey stiffness and interstory drift of RC buildings in seismic area, file dfe4d05b-bf5b-eb50-e053-6605fe0a26fa
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2
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Multi-Criteria Decision Making for seismic retrofitting of RC structures, file dfe4d05b-c4ff-eb50-e053-6605fe0a26fa
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2
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Comparative Analysis of Multi-Criteria Decision-Making Methods for Seismic Structural Retrofitting, file dfe4d05b-c5df-eb50-e053-6605fe0a26fa
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2
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Use of Seismic Early Warning Information to Calibrate variable dampers for structural control of a highway bridge: evaluation of the system robustness, file dfe4d05b-f4bf-eb50-e053-6605fe0a26fa
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2
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Semi-Active Control of a Wind Turbine via Magnetorheological Dampers, file dfe4d05c-3a4b-eb50-e053-6605fe0a26fa
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2
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Promptness and dissipative capacity of large scale magnetorheological dampers: experimental investigations, file dfe4d05c-980e-eb50-e053-6605fe0a26fa
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2
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Effects of the filtering action exerted by piles on the seismic response of RC frame buildings, file dfe4d05c-9880-eb50-e053-6605fe0a26fa
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2
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Seismic assessment and finite element modelling of glazed curtain walls, file dfe4d05c-c210-eb50-e053-6605fe0a26fa
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2
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Experimental and analytical characterization of steel shear links for seismic energy dissipation, file dfe4d05d-2bcf-eb50-e053-6605fe0a26fa
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2
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Structural Control of a Wind Turbine Accounting for Second Order Effects, file dfe4d05d-7200-eb50-e053-6605fe0a26fa
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2
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Simplified Seismic Vulnerability Assessment Methods: A Comparative Analysis with Reference to Regional School Building Stock in Italy, file dfe4d05d-7e2c-eb50-e053-6605fe0a26fa
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2
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A Semi-Active Control Technique through MR Fluid Dampers for Seismic Protection of Single-Story RC Precast Buildings, file dfe4d05d-b574-eb50-e053-6605fe0a26fa
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2
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Applicability and effectiveness of different decision making methods for seismic upgrading of building structures, file dfe4d05b-b91a-eb50-e053-6605fe0a26fa
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1
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Shaking table tests to compare semi-active control algorithms for variable dampers, file dfe4d05b-bfde-eb50-e053-6605fe0a26fa
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1
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Response time of MR dampers for seismic semiactive control: experimental measures and possible prediction, file dfe4d05b-c3b6-eb50-e053-6605fe0a26fa
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1
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Utilizzo di un sistema di Early Warning sismico per la calibrazione di dispositivi MR per il controllo semiattivo delle strutture, file dfe4d05b-f1b6-eb50-e053-6605fe0a26fa
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1
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Regional-based control algorithms using early warning information for seismic protection of a highway bridge, file dfe4d05b-f1b7-eb50-e053-6605fe0a26fa
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1
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Effectiveness and robustness of a semi-active control strategy based on seismic early warning information, file dfe4d05b-f1bc-eb50-e053-6605fe0a26fa
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1
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Seismic early warning for control of structures with magnetorheological dampers, file dfe4d05b-f1ca-eb50-e053-6605fe0a26fa
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1
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Physical behavior and numerical modeling of magnetorheological dampers for semi-active control, file dfe4d05b-f1d3-eb50-e053-6605fe0a26fa
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1
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Analisi del dissesto ed adeguamento sismico di un viadotto in c.a.p. a travata continua, file dfe4d05b-f318-eb50-e053-6605fe0a26fa
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1
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Modal damping ratios in base isolated structures, file dfe4d05b-f3a5-eb50-e053-6605fe0a26fa
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1
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Eigenvalues and Eigenvectors of Structures with Supplemental Damping Devices, file dfe4d05b-f4c2-eb50-e053-6605fe0a26fa
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1
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Gli effetti ambientali nella progettazione delle solette da ponte: analisi comparativa delle normative 1990, 2005, 2008, file dfe4d05b-f5b2-eb50-e053-6605fe0a26fa
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1
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Controlling structural vibrations via smart variable dampers: experimental investigations and possible applications, file dfe4d05b-f949-eb50-e053-6605fe0a26fa
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1
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Piles-induced filtering action and its effect on the seismic response of buildings., file dfe4d05c-1ec3-eb50-e053-6605fe0a26fa
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1
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Shaking table testing of a steel frame structure equipped with semi-active MR dampers: comparison of control algorithms, file dfe4d05c-3ac6-eb50-e053-6605fe0a26fa
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1
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Experimental Issues in Testing a Semiactive Technique to Control Earthquake Induced Vibration, file dfe4d05c-5b21-eb50-e053-6605fe0a26fa
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1
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A Semi-Active Control System for Wind Turbines, file dfe4d05c-7808-eb50-e053-6605fe0a26fa
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1
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Structural monitoring and smart control of a wind turbine, file dfe4d05c-89ee-eb50-e053-6605fe0a26fa
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1
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Design and calibration of a semi-active control logic to mitigate structural vibrations in wind turbines, file dfe4d05c-8dd8-eb50-e053-6605fe0a26fa
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1
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Semi-active control of the benchmark highway bridge based on Seismic Early Warning, file dfe4d05c-98bd-eb50-e053-6605fe0a26fa
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1
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Use of seismic early warning information to calibrate variable dampers for structural control of a highway bridge: evaluation of the system robustness, file dfe4d05c-98be-eb50-e053-6605fe0a26fa
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1
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Ageing effects due to inactivity for magnetorheological seismic dampers: a 10-years experimental investigation, file dfe4d05d-1ec2-eb50-e053-6605fe0a26fa
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1
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A multi-criteria approach for selecting the seismic retrofit intervention for an existing structure accounting for expected losses and tax incentives in Italy, file dfe4d05d-2bcd-eb50-e053-6605fe0a26fa
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1
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Experimental and numerical investigation of cyclic response of a glass curtain wall for seismic performance assessment, file dfe4d05d-2bd1-eb50-e053-6605fe0a26fa
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1
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Numerical investigation on the seismic dissipation of glazed curtain wall equipped on high-rise buildings, file dfe4d05d-4dde-eb50-e053-6605fe0a26fa
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1
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A friction-based passive control technique to mitigate wind induced structural demand to wind turbines, file dfe4d05d-8daa-eb50-e053-6605fe0a26fa
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1
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Totale |
146 |