| Nome |
# |
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La Stima dei Moduli Elastici delle Murature Secondo le Norme Tecniche: il Confronto con la Sperimentazione, file e3ad8915-f6d4-da0e-e053-3705fe0a2b96
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2.104
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|
Equivalent Non-Linearization of Hysteretic Systems by Means of RPS, file e3ad891e-ada2-da0e-e053-3705fe0a2b96
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188
|
|
FULL SCALE TESTS OF THE BASE-ISOLATION SYSTEM FOR AN EMERGENCY HOSPITAL, file e3ad8920-afac-da0e-e053-3705fe0a2b96
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179
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|
Stochastic vulnerability assessment of masonry structures: Concepts, modeling and restoration aspects, file e3ad8920-c46e-da0e-e053-3705fe0a2b96
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166
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|
Quarry limestone dust as fine aggregate for concrete, file e3ad891e-428f-da0e-e053-3705fe0a2b96
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158
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Artificial Ground Motions and Nonlinear Response of RC Structures, file e3ad8923-4d54-da0e-e053-3705fe0a2b96
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149
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|
Prediction of the fundamental period of infilled rc frame structures using artificial neural networks, file e3ad891b-0a46-da0e-e053-3705fe0a2b96
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139
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|
Prediction of surface treatment effects on the tribological performance of tool steels using artificial neural networks, file e3ad8920-9056-da0e-e053-3705fe0a2b96
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116
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CAMPAGNA DI INDAGINI NON DISTRUTTIVE
SULLA CATTEDRALE DI AGRIGENTO, file e3ad8918-0a16-da0e-e053-3705fe0a2b96
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75
|
|
Some experiences about the retrofitting of tower masonry structures, file e3ad891d-f6b5-da0e-e053-3705fe0a2b96
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49
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|
Novel fuzzy-based optimization approaches for the prediction of ultimate axial load of circular concrete-filled steel tubes, file e3ad8928-2898-da0e-e053-3705fe0a2b96
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49
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A novel heuristic algorithm for the modeling and risk assessment of the covid-19 pandemic phenomenon, file e3ad8927-2d12-da0e-e053-3705fe0a2b96
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42
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Traditional vs. sliding-joint masonry infilled frames: Seismic reliability and EAL, file e3ad8927-758c-da0e-e053-3705fe0a2b96
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41
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|
PBO textile embedded in FRCM for confinement of r.c. columns, file e3ad8916-f252-da0e-e053-3705fe0a2b96
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35
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|
Evaluation of infilled frames: an updated in-plane-stiffness macro-model considering the effects of vertical loads, file 3a5ebf85-56ac-41e7-80c2-c9a96bd8de8e
|
29
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Capacità in compressione di colonne in calcestruzzo confinato con FRP/Acciaio in presenza di precarico, file e3ad891e-7c92-da0e-e053-3705fe0a2b96
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28
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COMPRESSIVE BEHAVIOR OF CONCRETE COLUMNS AXIALLYLOADED BEFORE CFRP-WRAPPING. REMARKS BY EXPERIMENTALNUMERICAL INVESTIGATION, file e3ad8920-9cf0-da0e-e053-3705fe0a2b96
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28
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On the definition of seismic vulnerability maps in cross-border Mediterranean areas, file e3ad891a-d0bb-da0e-e053-3705fe0a2b96
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26
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Properties of blended mortars produced with recycled by-products from different waste streams, file 0a46263e-ed8c-4cc4-95d0-83366be82865
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24
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Introduction to the Special Issue on Soft Computing Techniques in Materials Science and Engineering, file b0fd15e5-f9ee-4010-9d0a-ace8203edf20
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21
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Early prediction of COVID-19 outcome using artificial intelligence techniques and only five laboratory indices, file de410b84-63c9-4d11-a30b-2bcacf49d795
|
19
|
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Strategies for Waste Recycling: The Mechanical Performance of Concrete Based on Limestone and Plastic Waste, file e3ad8928-290d-da0e-e053-3705fe0a2b96
|
19
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Tsunami Vulnerability Evaluation for a Small Ancient Village on Eastern Sicily Coast, file e3ad8928-0943-da0e-e053-3705fe0a2b96
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18
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Numerical scheme influence on Pseudo Dynamic tests results, file e3ad8918-9c6a-da0e-e053-3705fe0a2b96
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14
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Genetic prediction of ICU hospitalization and mortality in COVID-19 patients using artificial neural networks, file f510e6b9-3279-400a-bfe4-5b3d3c936ad1
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12
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Out-of-plane behaviour of unreinforced masonry infill walls: Review of the experimental studies and analysis of the influencing parameters, file e3ad8927-4da7-da0e-e053-3705fe0a2b96
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11
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Krill herd algorithm-based neural network in structural seismic reliability evaluation, file e3ad891e-3c83-da0e-e053-3705fe0a2b96
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10
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Macroelement Model for In-Plane and Out-of-Plane Responses of Masonry Infills in Frame Structures, file e3ad891e-74d9-da0e-e053-3705fe0a2b96
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10
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Residual out-of-plane capacity of infills damaged by in-plane cyclic loads, file e3ad8922-53b5-da0e-e053-3705fe0a2b96
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9
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A PROCEDURE FOR THE PROBABILISTIC ASSESSMENT OF MASONRY STRUCTURES UNDER TSUNAMI, file b9c770d2-d373-4151-8bfc-71d1b68c4ccd
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8
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Analysis-oriented stress–strain model of CRFP-confined circular concrete columns with applied preload, file e3ad891e-3c82-da0e-e053-3705fe0a2b96
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8
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Shear and flexural strength prediction of corroded R.C. beams, file e3ad891b-1a3a-da0e-e053-3705fe0a2b96
|
7
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Frictional effects in structural behavior of no-end-connected steel-jacketed RC columns: Experimental results and new approaches to model numerical and analytical response, file e3ad891b-1ab2-da0e-e053-3705fe0a2b96
|
7
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Numerical modelling of out-of-plane response of infilled frames: State of the art and future challenges for the equivalent strut macromodels, file e3ad891b-3c52-da0e-e053-3705fe0a2b96
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7
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Prediction Equations for Out-of-Plane Capacity of Unreinforced Masonry Infill Walls Based on a Macroelement Model Parametric Analysis, file e3ad8927-704a-da0e-e053-3705fe0a2b96
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7
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Masonry structures: A proposal of analytical generation of fragility functions for tsunami impact – Application to the Mediterranean coasts, file e3ad8927-7fb7-da0e-e053-3705fe0a2b96
|
7
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Out-of-Plane Behavior of URM Infill: Accuracy of Available Capacity Models, file e3ad8928-290e-da0e-e053-3705fe0a2b96
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7
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Out-of-plane behaviour of unreinforced masonry infill walls: Review of the experimental studies and analysis of the influencing parameters, file 06b5808e-5d03-47b5-ac36-4073823d58d7
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6
|
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Analytical Prediction of the Flexural Response of External RC Joints with Smooth Rebars, file e3ad891d-5a62-da0e-e053-3705fe0a2b96
|
6
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Surrogate models for the compressive strength mapping of cement mortar materials, file e3ad8927-376e-da0e-e053-3705fe0a2b96
|
6
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Macroelement Model for the Progressive-Collapse Analysis of Infilled Frames, file e3ad8927-4dad-da0e-e053-3705fe0a2b96
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6
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|
Genetic justification of severe COVID-19 using a rigorous algorithm, file e3ad8927-704e-da0e-e053-3705fe0a2b96
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6
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Strategies of Identification of a Base-Isolated Hospital Building by Coupled Quasi-Static and Snap-Back Tests, file e3ad8927-7588-da0e-e053-3705fe0a2b96
|
6
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Prediction Equations for Out-of-Plane Capacity of Unreinforced Masonry Infill Walls Based on a Macroelement Model Parametric Analysis, file ef064f27-43c2-41ca-ad32-df6cba2fd544
|
6
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Vibration Tests and Structural Identification of the Bell Tower of Palermo Cathedral, file a7feee56-2715-4638-9c8c-2fc949a33a11
|
5
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A macro-modelling approach for the analysis of infilled frame structures considering the effects of openings and vertical loads, file e3ad891a-85e9-da0e-e053-3705fe0a2b96
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5
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Moment-axial force domain of corroded R.C. columns, file e3ad891b-529d-da0e-e053-3705fe0a2b96
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5
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FE modeling of Partially Steel-Jacketed (PSJ) RC columns using CDP model, file e3ad891e-3ac7-da0e-e053-3705fe0a2b96
|
5
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A strategy for the finite element modeling of FRP-confined concrete columns subjected to preload, file e3ad891e-6296-da0e-e053-3705fe0a2b96
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5
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Compressive response of substandard steel-jacketed RC columns strengthened under sustained service loads: From the local to the global behavior, file e3ad891e-6298-da0e-e053-3705fe0a2b96
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5
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Masonry structures subjected to tsunami loads: Modeling issues and application to a case study, file e3ad8923-4d58-da0e-e053-3705fe0a2b96
|
5
|
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IP-OOP interaction in URM infilled frame structures: A new macro-modelling proposal, file e3ad8927-14a7-da0e-e053-3705fe0a2b96
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5
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Seismic behavior of structures equipped with variable friction dissipative (VFD) systems, file e3ad8927-5432-da0e-e053-3705fe0a2b96
|
5
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Structural performances of pultruded GFRP emergency structures – Part 2: Full-scale experimental testing, file 061021ab-c572-4be0-bfa5-fa36efe25ea6
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4
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Flexural response of external R.C. beam-column joints externally strengthened with steel cages, file e3ad8918-53a7-da0e-e053-3705fe0a2b96
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4
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Use of FRP fabrics and stainless steel grids for strengthening brick masonry columns, file e3ad891b-0878-da0e-e053-3705fe0a2b96
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4
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An output-only stochastic parametric approach for the identification of linear and nonlinear structures under random base excitations: Advances and comparisons, file e3ad891b-32b9-da0e-e053-3705fe0a2b96
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4
|
|
Advanced Strategies and Materials for Reinforcing Normal and Disturbed Regions in Brick Masonry Columns, file e3ad891b-4c71-da0e-e053-3705fe0a2b96
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4
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Influence of column shear failure on pushover based assessment of masonry infilled reinforced concrete framed structures: A case study, file e3ad891b-5a39-da0e-e053-3705fe0a2b96
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4
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Incremental dynamic based fragility assessment of reinforced concrete structures: Stationary vs. non-stationary artificial ground motions, file e3ad891b-d212-da0e-e053-3705fe0a2b96
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4
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Moment-Axial Domain of Corroded R.C. Columns, file e3ad8920-8dd0-da0e-e053-3705fe0a2b96
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4
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Nonlinear Response of RC Structures: Statistical Effects of Artificial Ground Motions, file e3ad8920-b70e-da0e-e053-3705fe0a2b96
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4
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A SOLUTION FOR QUARRY LIMESTONE DUST RECYCLING, file e3ad8920-b8b2-da0e-e053-3705fe0a2b96
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4
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Structural performances of pultruded GFRP emergency structures – Part 1: Experimental characterization of materials and substructure, file 0ba5a723-35fb-426c-b235-8852fb125aa2
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3
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A statistical moments based approach for the dynamic identification of civil structures, file e3ad8916-70f4-da0e-e053-3705fe0a2b96
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3
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Shear and flexural strength of corroded R.C. beams, file e3ad891a-d9a8-da0e-e053-3705fe0a2b96
|
3
|
|
Modeling of out-of-plane behavior of masonry walls, file e3ad891b-1dd0-da0e-e053-3705fe0a2b96
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3
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|
Brick masonry columns externally wrapped with steel wires under concentric and eccentric loads, file e3ad891b-2fab-da0e-e053-3705fe0a2b96
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3
|
|
Experimental and analytical response of masonry elements under eccentric vertical loads, file e3ad891b-5220-da0e-e053-3705fe0a2b96
|
3
|
|
Infilled frames: Developments in the evaluation of cyclic behaviour under lateral loads, file e3ad891b-5b31-da0e-e053-3705fe0a2b96
|
3
|
|
Definition of diagonal Poisson's ratio and elastic modulus for infill masonry walls, file e3ad891b-6164-da0e-e053-3705fe0a2b96
|
3
|
|
Attendibilità dei modelli per la valutazione dei moduli elastici delle murature suggeriti dalle norme tecniche, file e3ad891b-6559-da0e-e053-3705fe0a2b96
|
3
|
|
Masonry compressive strength prediction using artificial neural networks, file e3ad8920-c46b-da0e-e053-3705fe0a2b96
|
3
|
|
Mapping and holistic design of natural hydraulic lime mortars, file e3ad8927-23b8-da0e-e053-3705fe0a2b96
|
3
|
|
Prediction of concrete materials compressive strength using surrogate models, file 3a7049b3-e682-4eb9-9afa-05d1c69a93f3
|
2
|
|
Simplified equivalent finite element modelling of concrete-filled steel tubular K-joints with and without studs, file c095edc6-c40b-4a48-89d3-1f16ec644766
|
2
|
|
Efficiency of stress-strain models of confined concrete with and without steel jacketing to reproduce experimental results, file e3ad8919-3029-da0e-e053-3705fe0a2b96
|
2
|
|
Seismic analysis and risk mitigation of existing constructions, file e3ad891a-357d-da0e-e053-3705fe0a2b96
|
2
|
|
Seismic Performance of Masonry Infilled RC Structures via N2 Pushover Assessment Procedures: Outcomes under Different Modeling Hypotheses of a Case Study, file e3ad891a-a8ed-da0e-e053-3705fe0a2b96
|
2
|
|
Pumice concrete for structural wall panels, file e3ad891b-1862-da0e-e053-3705fe0a2b96
|
2
|
|
Masonry infills and RC frames interaction: Literature overview and state of the art of macromodeling approach, file e3ad891b-4c68-da0e-e053-3705fe0a2b96
|
2
|
|
Evaluation of infilled frames: an updated in-plane-stiffness macro-model considering the effects of vertical loads, file e3ad891b-522f-da0e-e053-3705fe0a2b96
|
2
|
|
Identification of stiffness,dissipation and input parameters of randomly excited non-linear systems: Capability of restricted potential models (RPM), file e3ad891b-673d-da0e-e053-3705fe0a2b96
|
2
|
|
Identification of stiffness, dissipation and input parameters of multi degree of freedom civil systems under unmeasured base excitations, file e3ad891b-76a3-da0e-e053-3705fe0a2b96
|
2
|
|
Practical Calculation Models for Column Footing and Comparison with Experimental Data, file e3ad891c-67ae-da0e-e053-3705fe0a2b96
|
2
|
|
Flexural behavior of hybrid glass beams with rectangular cross-sections, file e3ad891e-6295-da0e-e053-3705fe0a2b96
|
2
|
|
Assessment of the load carrying capacity of reinforced concrete columns strengthened by steel cages Specificità nella valutazione della capacità portante di colonne in calcestruzzo armato rinforzate con incamiciatura in acciaio, file e3ad8920-a65c-da0e-e053-3705fe0a2b96
|
2
|
|
Quarry Limestone Dust as Fine Aggregate for Concrete, file e3ad8921-5adf-da0e-e053-3705fe0a2b96
|
2
|
|
Structural assessment of a reinforced concrete water tower, file e3ad8921-9087-da0e-e053-3705fe0a2b96
|
2
|
|
Evaluation of infilled frames: an updated in-plane-stiffness macro-model considering the effects of vertical loads, file 003a9717-8a16-4561-8b83-fcd733b997b5
|
1
|
|
Assessment of the Structural Health Monitoring of a Historic Reinforced Concrete Water Tower, file 0f8bfb39-8573-4678-9eaa-c09b944739bf
|
1
|
|
Plastic waste as a concrete mix component, file 18392134-2c14-418f-b7ea-cbd487f2aa39
|
1
|
|
Variable Friction Dampers (VFD) for a modulated mitigation of the seismic response of framed structures: Characteristics and design criteria, file 4999dfe4-ed9e-4081-a9a5-2e94e7c05a76
|
1
|
|
Convolution-based ensemble learning algorithms to estimate the bond strength of the corroded reinforced concrete, file 88c20b60-aa6b-454a-970d-86ba08396f0e
|
1
|
|
Response spectrum analysis of frame structures: reliability-based comparison between complete quadratic combination and damping-adjusted combination, file 9e5e4e37-75fa-4078-b999-8754133fd0d2
|
1
|
|
Early prediction of COVID-19 outcome using artificial intelligence techniques and only five laboratory indices, file de4914e0-0c7c-4836-a2aa-188c9da7aa98
|
1
|
|
COMPRESSIVE BEHAVIOR OF LAMINATED GLASS COLUMNS, file e3ad8916-d482-da0e-e053-3705fe0a2b96
|
1
|
|
CAMPAGNA DI INDAGINI NON DISTRUTTIVE SULLA
CATTEDRALE DI AGRIGENTO, file e3ad8916-d4ee-da0e-e053-3705fe0a2b96
|
1
|
|
Prediction of the additional shear action on frame members due to infills, file e3ad8916-d64d-da0e-e053-3705fe0a2b96
|
1
|
|
BIAXIAL CURVATURE AND DUCTILITY CAPACITY OF RC COLUMN BASE CROSS SECTIONS, file e3ad8916-d7cc-da0e-e053-3705fe0a2b96
|
1
|
| Totale |
4.027 |