| Nome |
# |
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Parametric modeling of timber light-frame shear walls using OpenSEES: preliminary results, file e3835324-c25e-15e8-e053-a505fe0a3de9
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353
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Seismic assessment of corroded concrete bridges using incremental modal pushover analysis, file e383532d-912f-15e8-e053-a505fe0a3de9
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348
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Experimental dynamic characterization of a new composite glubam-steel truss structure, file e3835321-ce3e-15e8-e053-a505fe0a3de9
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285
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Optimization of force-limiting seismic devices connecting structural subsystems, file e3835313-e504-15e8-e053-a505fe0a3de9
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181
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Numerical and experimental analysis of the leaning Tower of Pisa under earthquake, file e3835318-30e0-15e8-e053-a505fe0a3de9
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149
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Numerical and experimental assessment of the modal curvature method for damage detection in plate structures, file e3835312-cc47-15e8-e053-a505fe0a3de9
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126
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Intelligent automatic operational modal analysis, file bf4dfe42-93c5-43e2-a640-c9a7ce49bddc
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111
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Numerical and experimental assessment of the modal curvature method for damage detection in plate structures, file e3835313-ebf7-15e8-e053-a505fe0a3de9
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109
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A two-step hybrid approach for modeling the nonlinear dynamic response of piezoelectric energy harvesters, file e383531a-36ee-15e8-e053-a505fe0a3de9
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96
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Bamboo lightweight shear walls: modeling and identification of sheathing-to-framing connections for seismic response analysis, file e3835327-6d24-15e8-e053-a505fe0a3de9
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78
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Energy harvesting from earthquake for vibration-powered wireless sensors, file e3835318-0b1d-15e8-e053-a505fe0a3de9
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68
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Cover Image, Volume 37, Issue 8, file c2b43128-d4e5-427b-a463-4330ffd7701b
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55
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Understanding COVID-19 nonlinear multi-scale dynamic spreading in Italy, file e383532d-56f9-15e8-e053-a505fe0a3de9
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48
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Quantification of energy-related parameters for near-fault pulse-like seismic ground motions, file e3835329-bd7c-15e8-e053-a505fe0a3de9
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44
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Optimal lateral resisting systems for high-rise buildings under seismic excitations, file e383532e-776d-15e8-e053-a505fe0a3de9
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44
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Time-dependent cyclic behavior of reinforced concrete bridge columns under chlorides-induced corrosion and rebars buckling, file e383532c-c488-15e8-e053-a505fe0a3de9
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41
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Automatic modal identification of bridges based on free vibrations and advanced signal decomposition techniques, file 21cb519f-4a18-4206-9051-364e6eac9c17
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20
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Sensitivity Of A Nonlinear TMD Effectiveness With Respect To Uncertainties In The Structural Parameters, file 106c567e-7f39-4d70-bea3-81d593497c9c
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17
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Informed assessment of structural health conditions of bridges based on free-vibration tests, file 39aa7f5a-7e52-4459-9869-c8a017eb990c
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16
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OPTIMUM DESIGN OF A HYBRID ISOLATION DEVICE FOR SERVER RACKS USING CONSTRAINED DIFFERENTIAL EVOLUTION ALGORITHM, file c991f413-9493-4373-a057-84aa24c9583d
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16
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Correlation between energy and displacement demands for infilled reinforced concrete frames, file 0c8a8a90-241f-4e46-9b44-d10204a7d24a
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13
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Topology optimization of multi-story buildings under fully non-stationary stochastic seismic ground motion, file 27ef16e0-3265-45de-96a4-3beb68612189
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12
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Repair of reinforced concrete bridge columns subjected to chloride-induced corrosion with ultra-high performance fiber reinforced concrete, file 9679ecee-a05a-4c6b-bcb9-e6566fef5fbf
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11
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Cover Picture: Structural Concrete 1/2022, file e383532f-0b3c-15e8-e053-a505fe0a3de9
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8
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Analysis of the Joint Effects of Thermal Stresses and Corrosion on Integral Abutment Bridges, file 4ad4f199-ef22-457e-81bc-d2d8bff63445
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6
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Optimal design of energy harvesting from vibration subject to stochastic colored Gaussian process, file 62b291ba-5cb1-4add-a6db-7962e555a10e
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6
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An efficient automatic modal identification method based on free vibration response and enhanced Empirical Fourier Decomposition technique, file 648e62b0-21d1-4029-a95e-37fe099a8bc7
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6
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Analysis of the Thermal Effects on the Performance and Reliability of Post‐Tensioned Integral Abutment Bridges, file 6701fe2c-f510-4ac0-81db-35c8906bcb70
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6
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Timber shear walls: numerical assessment of the equivalent viscous damping, file e383531d-c631-15e8-e053-a505fe0a3de9
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6
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null, file e3835327-474e-15e8-e053-a505fe0a3de9
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6
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Machine-learning-enhanced variable-angle truss model to predict the shear capacity of RC elements with transverse reinforcement, file df9696cb-aa99-4d29-9d6e-3ca5ea335138
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5
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Experimental dynamic testing and numerical modeling of historical belfry, file e3835315-573e-15e8-e053-a505fe0a3de9
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5
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Dissipation in sheathing-to-framing connections of light-frame timber shear walls under seismic loads, file e3835324-a8e1-15e8-e053-a505fe0a3de9
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5
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Development of corrosion hazard maps for reinforced concrete bridges, file 48d2349d-e509-4f9a-ac8a-d687bdda4dc7
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4
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Maximum-entropy meshfree method for nonlinear static analysis of planar reinforced concrete structures, file e3835312-ca10-15e8-e053-a505fe0a3de9
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4
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Modified Genetic Algorithm for the Dynamic Identification of Structural Systems Using Incomplete Measurements, file e3835312-cd21-15e8-e053-a505fe0a3de9
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4
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Comparison of different optimum criteria for sensor placement in lattice towers, file e3835312-cd22-15e8-e053-a505fe0a3de9
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4
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Parametric identification of seismic isolators using differential evolution and particle swarm optimization, file e3835312-d1fb-15e8-e053-a505fe0a3de9
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4
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Optimum design of prestressed concrete beams using constrained differential evolution algorithm, file e3835312-d1fc-15e8-e053-a505fe0a3de9
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4
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Evaluation of the plastic hinge length for nonlinear analysis of reinforced concrete buildings, file e3835313-e6c5-15e8-e053-a505fe0a3de9
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4
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null, file 48aceab0-847e-4ace-9a4d-77d678328a30
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3
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On the reliability of a PCA-based method for structural diagnosis in bridge structures with environmental disturbances, file e3835312-22f8-15e8-e053-a505fe0a3de9
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3
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Limit analysis of frictional block assemblies by means of fictitious associative-type contact interface laws, file e3835312-c997-15e8-e053-a505fe0a3de9
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3
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null, file e3835312-c999-15e8-e053-a505fe0a3de9
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3
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null, file e3835312-c9a4-15e8-e053-a505fe0a3de9
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3
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Simplified lateral-torsional buckling analysis in special truss-reinforced composite steel-concrete beams, file e3835312-cc9f-15e8-e053-a505fe0a3de9
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3
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Soft Computing Applications in Structural Dynamic Monitoring, file e3835312-cd18-15e8-e053-a505fe0a3de9
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3
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New analytical model for the hoop contribution to the shear capacity of circular reinforced concrete columns, file e3835312-d1fa-15e8-e053-a505fe0a3de9
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3
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null, file e3835319-dd1e-15e8-e053-a505fe0a3de9
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3
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null, file e383531b-67ca-15e8-e053-a505fe0a3de9
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3
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null, file e3835321-ce3a-15e8-e053-a505fe0a3de9
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3
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Energy harvesting from piezoelectric strips attached to systems under random vibrations, file e3835323-b25b-15e8-e053-a505fe0a3de9
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3
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Seismic performance of timber light-frame shear walls, file e383532a-699a-15e8-e053-a505fe0a3de9
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3
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Physics-based models, surrogate models and experimental assessment of the vehicle–bridge interaction in braking conditions, file fdea6c0c-e62c-4c72-90bb-38303eb63aab
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3
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Thermo-mechanical characterization and hysteretic behavior identification of innovative plastic joint for masonry infills in reinforced concrete buildings, file 68a1c4c4-b5a6-41cb-8147-61c24b1d9918
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2
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Seismic assessment of bridges through structural health monitoring: a state-of-the-art review, file 96c4e365-e9e6-4267-80e1-9b536372fefc
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2
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null, file e3835312-c9a2-15e8-e053-a505fe0a3de9
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2
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null, file e3835312-ca0e-15e8-e053-a505fe0a3de9
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2
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null, file e3835312-ca0f-15e8-e053-a505fe0a3de9
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2
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null, file e3835312-cc49-15e8-e053-a505fe0a3de9
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2
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null, file e3835312-cc4a-15e8-e053-a505fe0a3de9
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2
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Numerical study on the optimal sensor placement for historic swing bridge dynamic monitoring, file e3835312-d182-15e8-e053-a505fe0a3de9
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2
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null, file e3835313-e225-15e8-e053-a505fe0a3de9
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2
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null, file e3835313-e3f0-15e8-e053-a505fe0a3de9
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2
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Evolutionary polynomial regression-based statistical determination of the shear capacity equation for reinforced concrete beams without stirrups, file e3835313-e3f2-15e8-e053-a505fe0a3de9
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2
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Experimental dynamic assessment of a cable-stayed bridge, file e3835313-e80e-15e8-e053-a505fe0a3de9
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2
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Accuracy of equivalent linear models for bilinear oscillators under pulse-like ground motion, file e3835317-dd35-15e8-e053-a505fe0a3de9
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2
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A FE2 based approach for multiscale modeling and design of energy harvesting devices, file e3835318-0b1a-15e8-e053-a505fe0a3de9
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2
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Seismic reassessment of the leaning Tower of Pisa: monitoring, site response and SSI, file e3835321-ce3c-15e8-e053-a505fe0a3de9
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2
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null, file e3835323-8f68-15e8-e053-a505fe0a3de9
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2
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A simplified analytical procedure for seismic analysis of timber light-frame sheer walls, file e3835324-9f8e-15e8-e053-a505fe0a3de9
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2
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Energy-Based Topology Optimization Under Stochastic Seismic Ground Motion: Preliminary Framework, file e383532e-75c7-15e8-e053-a505fe0a3de9
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2
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An efficient automatic modal identification method based on free vibration response and enhanced Empirical Fourier Decomposition technique, file 10d41a47-fd38-4a94-aeb2-2cc99015d8a8
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1
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Global Optimization of a Turbine Design via Neural Networks and an Evolutionary Algorithm, file 173f6f11-2cec-463f-bfaa-213b49e537f5
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1
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Probabilistic axial capacity model for concrete-filled steel tubes accounting for load eccentricity and debonding, file 37a1b89a-135e-409c-b0e2-ebfce458d28e
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1
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Machine-learning-aided improvement of mechanics-based code-conforming shear capacity equation for RC elements with stirrups, file 3e6daf63-1571-4631-83e2-c63df8960243
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1
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Automatic modal identification of bridges based on free vibration response and variational mode decomposition technique, file 4112ddaf-177b-474e-ad39-792351bc31a4
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1
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Multiphysics modelling and structural analysis of RC bridge columns exposed to chlorides under cyclic loading, file 50a58628-19a1-43de-bd1b-86ceeb3d71b4
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1
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null, file 512bdd08-1008-44f3-8560-6fe182c712c7
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1
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Shear Capacity of RC Elements With Transverse Reinforcement Through a Variable-Angle Truss Model With Machine-Learning-Calibrated Coefficients, file 5a16c259-f43c-4d4c-9e9f-a4cc0acaf768
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1
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Physics-Based and Machine-Learning Models for Braking Impact Factors, file 7bcb52ac-3a18-4649-86d6-d7c7d6b5b7b4
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1
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Numerical and experimental assessment of various non-classical methods for parametric identification of nonlinear viscous dampers, file e3835312-d119-15e8-e053-a505fe0a3de9
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1
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Effectiveness of design procedures for linear TMD installed on inelastic structures under pulse-like ground motion, file e3835316-b4eb-15e8-e053-a505fe0a3de9
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1
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Closed-form approximations of interaction diagrams for assessment and design of reinforced concrete columns and concrete-filled steel tubes with circular cross-section, file e3835316-b85b-15e8-e053-a505fe0a3de9
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1
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Dynamic soil-structure interaction of the Leaning Tower of Pisa, file e3835316-e00e-15e8-e053-a505fe0a3de9
|
1
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null, file e3835317-a795-15e8-e053-a505fe0a3de9
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1
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Finding correlations between engineering demand parameters and intensity measures through evolutionary polynomial regression, file e3835317-c106-15e8-e053-a505fe0a3de9
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1
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null, file e3835318-b7f3-15e8-e053-a505fe0a3de9
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1
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null, file e383531b-96e0-15e8-e053-a505fe0a3de9
|
1
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Probabilistic analysis and design of piezoelectric energy harvesting devices under modulated and filtered white Gaussian noise, file e383531b-9e13-15e8-e053-a505fe0a3de9
|
1
|
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Damage detection by modal curvatures. Numerical issues, file e3835320-c8f4-15e8-e053-a505fe0a3de9
|
1
|
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Analysis of near-fault pulse-like seismic signals through Variational Mode Decomposition technique, file e3835322-0b5a-15e8-e053-a505fe0a3de9
|
1
|
|
Modelling and parameter identification of electromechanical systems for energy harvesting and sensing, file e3835322-3a5d-15e8-e053-a505fe0a3de9
|
1
|
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Experimental dynamic characterization of a new composite glubam-steel truss structure, file e3835322-ffb2-15e8-e053-a505fe0a3de9
|
1
|
|
A variational approach for energy-based analysis of near-fault pulse-like seismic records, file e3835323-d47e-15e8-e053-a505fe0a3de9
|
1
|
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Optimized hysteric TMD for seismic control of a nonlinear steel structure, file e3835324-607f-15e8-e053-a505fe0a3de9
|
1
|
|
A review on computational intelligence for identification of nonlinear dynamical systems, file e3835324-63be-15e8-e053-a505fe0a3de9
|
1
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Modellazione parametrica di pareti a telaio leggero in legno mediante OpenSEES, file e3835324-fa4c-15e8-e053-a505fe0a3de9
|
1
|
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Motion-based design of passive damping systems to reduce wind-induced vibrations of stay cables under uncertainty conditions, file e3835327-271d-15e8-e053-a505fe0a3de9
|
1
|
|
Energy harvesting from electrospun piezoelectric nanofibers for structural health monitoring of a cable-stayed bridge, file e383532b-bd1e-15e8-e053-a505fe0a3de9
|
1
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| Totale |
2.434 |