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Applicazioni Introduttive alla Teoria delle Strutture: La Statica e La Cinematica, vol. II, file e268a72d-e9fc-4c8f-e053-1705fe0a812c
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56
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Efficacy of Liquid Dampers for Dynamic Attenuation Purposes, file e268a72d-dd09-4c8f-e053-1705fe0a812c
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45
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Algorithm design of an hybrid system embedding influence of soil for dynamic vibration control, file e268a72d-dd3f-4c8f-e053-1705fe0a812c
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42
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Le strutture articolate: Condizioni di riducibilità dei sistemi, azioni distorcenti e cedimenti vincolari, file e268a72d-e8e8-4c8f-e053-1705fe0a812c
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39
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Heterogeneously resistant elastic–brittle solids under multi-axial stress: fundamental postulates and bounding theorems, file e268a72d-d72d-4c8f-e053-1705fe0a812c
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32
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Scienza delle Costruzioni - Volume II: La Teoria della Trave, file e268a72d-ef4e-4c8f-e053-1705fe0a812c
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30
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Macro-mechanical modelling of pseudo-elasticity in shape memory alloys for structural applications, file e268a72d-d729-4c8f-e053-1705fe0a812c
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29
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Implementation of a Structural Control Time Distributed Algorithm., file e268a72d-e316-4c8f-e053-1705fe0a812c
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27
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Experimental Survey on Seismic Response of Masonry Models, file e268a72d-e28b-4c8f-e053-1705fe0a812c
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26
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Dynamic Response and Control of Hysteretic Structures, file e268a72d-dc7e-4c8f-e053-1705fe0a812c
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24
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Relationships of L.A. Theorems for NRT Structures by Means of Duality, file e268a72d-e4be-4c8f-e053-1705fe0a812c
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22
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The treatment of masonry vaults through the Monge-Ampère equation, file e268a72d-d734-4c8f-e053-1705fe0a812c
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17
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Analytical formulation of generalized incremental theorems for 2D no-tension solids, file e268a72d-dbfb-4c8f-e053-1705fe0a812c
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14
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Placement of Fibre Reinforced Polymer Provision in No-Tension Vaults using the Vault Inequality System, file e268a72d-dc04-4c8f-e053-1705fe0a812c
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14
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Le strutture articolate: travature reticolari, strutture a maglia chiusa e carichi viaggianti, file e268a72d-f437-4c8f-e053-1705fe0a812c
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14
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A One-Dimensional Evolutionary Masonry Model with Low Tensile Strength, file e268a72d-db2c-4c8f-e053-1705fe0a812c
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13
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Super-elastic SMA Dissipation and Re-centring Effect in Structures Subject to Dynamic Motion, file e268a72d-e289-4c8f-e053-1705fe0a812c
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13
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Properties and design of dissipative viscorecentring SMA members for civil structures, file e268a72d-e311-4c8f-e053-1705fe0a812c
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13
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Stress Analysis of Masonry Structures: Arches, Walls, and Vaults, file e268a72d-dc78-4c8f-e053-1705fe0a812c
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12
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Evaluation of the Load-Carrying Capacity of Fill in Masonry Arched Bridges, file e268a72d-e150-4c8f-e053-1705fe0a812c
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12
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Dynamic Modeling of Tall Masonry Structures and Treatment of Rocking Motion, file e268a72d-e1ce-4c8f-e053-1705fe0a812c
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12
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Monitoring a Torsion Beam Test using Photogrammetric Techniques, file e268a72d-d731-4c8f-e053-1705fe0a812c
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11
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An Approach to Masonry Structural Analysis by the No-Tension Assumption—Part II: Load Singularities, Numerical Implementation and Applications, file e268a72d-d9b4-4c8f-e053-1705fe0a812c
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11
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The masonry vaults: Geometry Definition and Possible Approaches to the Static Analysis, file e268a72d-d9b7-4c8f-e053-1705fe0a812c
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11
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Formulation of a Control Algorithm for Dynamic Structural Systems, file e268a72d-dd01-4c8f-e053-1705fe0a812c
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11
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An Unabridged Push-Over Approach: Beyond POR Analyses forThree-Dimensional Masonry Buildings, file e268a72d-dd03-4c8f-e053-1705fe0a812c
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10
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An Enhanced Technique for Analysing Structural Vibration Problems Under Shot Noise Loading, file e268a72d-dd0b-4c8f-e053-1705fe0a812c
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10
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A Distributional Approach To the Dynamics of Rigid Blocks, file e268a72d-dde0-4c8f-e053-1705fe0a812c
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10
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On the statics of No-Tension masonry-like vaults and shells: solution domains, operative treatment and numerical validation, file e268a72d-db2e-4c8f-e053-1705fe0a812c
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9
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Stability of evolutionary brittle-tension 2D solids with heterogeneous resistance, file e268a72d-dbf6-4c8f-e053-1705fe0a812c
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9
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Stochastic Mechanics for the Assessment of the Ancient Masonry Constructions, file e268a72d-ddde-4c8f-e053-1705fe0a812c
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9
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About the structural restoration of the S. Domenico's monastery in Naples, file e268a72d-e313-4c8f-e053-1705fe0a812c
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9
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Shape Memory Alloys and Their Application in Structural Oscillations Attenuation, file e268a72d-e4c0-4c8f-e053-1705fe0a812c
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9
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Applicazioni Introduttive alla Teoria delle Strutture: La Statica e La Cinematica, vol. I, file e268a72d-e9fe-4c8f-e053-1705fe0a812c
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9
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Theorems for masonry solids with brittle time-decaying tensile limit strength, file e268a72d-dbf3-4c8f-e053-1705fe0a812c
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8
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On the Dynamic Behaviour of Elastic-Plastic Structures Equipped with Pseudoelastic SMA Reinforcements, file e268a72d-dc80-4c8f-e053-1705fe0a812c
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8
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Single mode soil yielding in masonry vaulted structures, file e268a72d-dd4a-4c8f-e053-1705fe0a812c
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8
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Rocking Motion of Rigid Blocks and their Coupling with Tuned Sloshing Dampers, file e268a72d-dde2-4c8f-e053-1705fe0a812c
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8
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Bounds on the Elastic Brittle solution in bodies reinforced with FRP/FRCM composite provisions, file e268a72d-e152-4c8f-e053-1705fe0a812c
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8
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Seismic protection of civil buildings by visco-elastic magneto-rheological fluids, file e268a72d-e157-4c8f-e053-1705fe0a812c
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8
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Stability assessment of an historical masonry bridge through the LA kinematic theorem for NT structures, file e268a72d-e4ac-4c8f-e053-1705fe0a812c
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8
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Closed-form solutions for FRP strengthening of masonry vaults, file e268a72d-e4ec-4c8f-e053-1705fe0a812c
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8
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The Displacement Approach in No-Tension Structures, file e268a72d-d9b3-4c8f-e053-1705fe0a812c
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7
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On Variational Approaches in NRT Continua, file e268a72d-db74-4c8f-e053-1705fe0a812c
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7
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On the Equilibrium and Admissibility Coupling in NRT Vaults of General Shape, file e268a72d-dc77-4c8f-e053-1705fe0a812c
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7
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Duality in Non-Linear Programming for Limit Analysis of NRT Bodies, file e268a72d-dd07-4c8f-e053-1705fe0a812c
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7
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TOWARDS A SEISMIC WORST SCENARIO APPROACH FOR ROCKING SYSTEMS. ANALYTICAL AND EXPERIMENTAL SET UP FOR DYNAMIC RESPONSE, file e268a72d-dd4d-4c8f-e053-1705fe0a812c
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7
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Health monitoring of masonry structures in the Rione terra archeological area, file e268a72d-e156-4c8f-e053-1705fe0a812c
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7
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Contribution of the fill to the static behaviour of arched masonry structures: theoretical formulation, file e268a72d-e288-4c8f-e053-1705fe0a812c
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7
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Analysis of the Dynamics of Rigid Blocks Through the Theory of Distributions, file e268a72d-dc75-4c8f-e053-1705fe0a812c
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6
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Tuned Sloshing Dampers on Steel Structures: Model and Experience, file e268a72d-dc7c-4c8f-e053-1705fe0a812c
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6
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Preservation provisions for the environmental protection of egyptian monuments subject to structural vibrations, file e268a72d-ddda-4c8f-e053-1705fe0a812c
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6
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Independent Harmonic Control for Structural Engineering, file e268a72d-e314-4c8f-e053-1705fe0a812c
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6
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An approach to the positioning of FRP provisions in vaulted masonry structures, file e268a72d-d73a-4c8f-e053-1705fe0a812c
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5
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Shaking Table Experimental Researches Aimed at the Protection ofStructures Subject to Dynamic Loading, file e268a72d-d9b1-4c8f-e053-1705fe0a812c
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5
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Strategies for the protection from structural failures under seismic events, file e268a72d-da2f-4c8f-e053-1705fe0a812c
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5
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Applicability of Duality Theory to L.A. Problems With Undefined Flow Law, file e268a72d-db75-4c8f-e053-1705fe0a812c
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5
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Stress Analysis of Masonry Vaults and Static Efficacy of FRP Repairs, file e268a72d-dc7a-4c8f-e053-1705fe0a812c
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5
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Mdof Shear Frame Base Isolated by Sma Devices, file e268a72d-e528-4c8f-e053-1705fe0a812c
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5
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Analysis of bi-dimensional solids with internal unilateral constraint coupled to structural elements with different degree of connection, file e268a72d-e3a3-4c8f-e053-1705fe0a812c
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4
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Intelligent Structures. An Overview on the Ongoing European Research, file e268a72d-f151-4c8f-e053-1705fe0a812c
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4
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Active and Semi-Active Control for Civil Engineering, file e268a72d-f439-4c8f-e053-1705fe0a812c
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4
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Placement of frp reinforcements in NT vaults by the V.I.S. set up, file e268a72d-dc02-4c8f-e053-1705fe0a812c
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3
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An Approach to Masonry Structural Analysis by the No-Tension Assumption. Part I: Material Modeling, Theoretical Setup, and Closed Form Solutions, file e268a72d-dc06-4c8f-e053-1705fe0a812c
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3
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Optimal Distribution of Linear Control Intensity over the Frequency Range, file e268a72d-e52a-4c8f-e053-1705fe0a812c
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3
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On Limit Analysis of Masonry Arches with Brittle Tensile StrengthProceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing, file e268a72d-d9af-4c8f-e053-1705fe0a812c
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2
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824 |