| Nome |
# |
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Experimental results in damping evaluation of a high-speed railway bridge, file e3835323-f7a1-15e8-e053-a505fe0a3de9
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126
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OpenSeesPy-based web application for pushover curve computation of RC bridge piers subject to arbitrarily non-uniform corrosion patterns, file eda3a7a7-9056-4b7b-a13e-f6dd9e65291c
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126
|
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Perturbation damage indicators based on complex modes, file e3835318-4038-15e8-e053-a505fe0a3de9
|
109
|
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Seismic capacity of masonry groin vaults through upper bound limit analysis, file e383531d-240b-15e8-e053-a505fe0a3de9
|
102
|
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Calibration of material parameters for the Chang-Mander model for unconfined concrete, file 20ea0ad8-5c4f-444f-9f20-d3e7f5d4ff1c
|
101
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Experimental validation of a novel pseudo-modal approach for damage detection, file e3835323-f5c6-15e8-e053-a505fe0a3de9
|
86
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Optimal sensors placement in dynamic damage detection of beams using a statistical approach, file e3835328-0ddf-15e8-e053-a505fe0a3de9
|
70
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Dynamic damage identification using complex mode shapes, file e3835327-b49e-15e8-e053-a505fe0a3de9
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53
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Guidelines for the classification and management of risk, for the evaluation of safety and for the monitoring of existing bridges: differential analysis of experimental software applications for level 0,1,2 assessments, file a619b3f9-7b74-438d-af2f-d2e725886760
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43
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Statistical analysis of risk assessment of bridges and viaducts according to recent Italian guidelines, file 06e95f0d-dbc6-4a9a-98fd-5ec76921c553
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36
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A simple numerical approach for the pushover analysis of slender cantilever bridge piers taking into account geometric nonlinearity, file e383532e-da1e-15e8-e053-a505fe0a3de9
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29
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Influence of spatially heterogeneous deterioration patterns on strength and ductility of corroded reinforced concrete bridge piers, file 7771dda5-06d7-4228-b2a9-8c9c0b1b1058
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24
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Vulnerability assessment of historical masonry buildings to excavation-induced settlements: palazzo assicurazioni generali, file 7d10e011-a10a-4e28-9217-a3c148113ec8
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18
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The irradia research project for the advanced management of infrastructures, file 0abac3dd-26e8-4c7a-9c94-e99d58016599
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13
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Wave propagation in three-coupled periodic structures, file e3835311-98e6-15e8-e053-a505fe0a3de9
|
10
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null, file 82e28580-0b66-4a37-ac59-895d618dc330
|
9
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A numerical approach for the stability analysis of open thin-walled beams, file e3835311-e6fb-15e8-e053-a505fe0a3de9
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8
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Warping and Ljapounov stability of non-trivial equilibria of non-symmetric open thin-walled beams, file e3835312-7233-15e8-e053-a505fe0a3de9
|
7
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A mixed variational principle for the Föppl–von Kármán equations, file e3835323-f521-15e8-e053-a505fe0a3de9
|
7
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Damage identification via orthogonal empirical mode decomposition of curvature mode shapes, file e383531b-8e55-15e8-e053-a505fe0a3de9
|
6
|
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Linear vibrations of planar prestressed elastica arches, file e3835312-1a49-15e8-e053-a505fe0a3de9
|
5
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A low-order mixed variational principle for the generalized Marguerre–von Kármán equations, file e3835323-f94e-15e8-e053-a505fe0a3de9
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5
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Dynamic damage identification using complex mode shapes, file e3835327-a35d-15e8-e053-a505fe0a3de9
|
4
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Perturbation methods for bifurcation analysis from multiple nonresonant complex eigenvalues, file e3835311-9873-15e8-e053-a505fe0a3de9
|
3
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Sensitivity analysis and improvement of a pseudo-modal approach for damage localization, file e3835314-c138-15e8-e053-a505fe0a3de9
|
3
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Performances of FRP reinforcements on masonry buildings evaluated by fragility curves, file e3835319-a989-15e8-e053-a505fe0a3de9
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3
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Dynamic identification of classically damped uncertain structures, file e383531b-8d05-15e8-e053-a505fe0a3de9
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3
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Exact closed-form static solutions for parabolic arches with concentrated damage, file e3835323-f955-15e8-e053-a505fe0a3de9
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3
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Valutazione dello smorzamento strutturale nei ponti ferroviari, file e3835324-176e-15e8-e053-a505fe0a3de9
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3
|
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Enhanced beam formulations with cross-section warping under large displacements, file e3835325-c8de-15e8-e053-a505fe0a3de9
|
3
|
|
Buckling and Post‐Buckling of Parabolic Arches with Local Damage, file e383532d-3634-15e8-e053-a505fe0a3de9
|
3
|
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Finite element modeling of masonry elements reinforced with the CAM system, file 0277229c-662b-457d-a56e-b532037ee9b7
|
2
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|
Caratterizzazione statica, dinamica e monitoraggio a lungo termine di viadotti autostradali della rete a24-a25, file d4371c7e-f73f-455c-b241-e275e92602d2
|
2
|
|
L'influenza dell’ingobbamento nella dinamica di travi in parete sottile, file e3835312-333f-15e8-e053-a505fe0a3de9
|
2
|
|
Il comfort nelle passerelle pedonali. Parte 1: analisi comparativa dei criteri normativi, file e3835316-56be-15e8-e053-a505fe0a3de9
|
2
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Il comfort nelle passerelle pedonali. Parte 2: un caso studio, file e3835316-83d8-15e8-e053-a505fe0a3de9
|
2
|
|
Damage identification in a parabolic arch through the combined use of modal properties and empirical mode decomposition, file e383531b-8d03-15e8-e053-a505fe0a3de9
|
2
|
|
Experimental modal analysis of straight and curved slender beams by piezoelectric transducers, file e3835323-f365-15e8-e053-a505fe0a3de9
|
2
|
|
A statistically based method for the selection of sensors networks in dynamic damage detection of beams, file e3835324-1921-15e8-e053-a505fe0a3de9
|
2
|
|
Indagini comparative sui metodi di "rilascio di tensione" per il c.a.p., file e3835324-1c1f-15e8-e053-a505fe0a3de9
|
2
|
|
Modeling non-uniform corrosion in reinforced concrete bridge piers, file e383532e-1809-15e8-e053-a505fe0a3de9
|
2
|
|
Calibration of material parameters for the Chang-Mander model for unconfined concrete, file 02a3d7b7-ee07-4902-81ff-934b4b4d40b9
|
1
|
|
Identificazione e modellazione strutturale di ponti ferroviari con impalcati a graticcio, file 313a2400-1088-40bf-905c-1acab956c4f1
|
1
|
|
L’Ingegneria Sismica in Italia, 5° Convegno Nazionale, file 4147cbcf-1dfd-47bc-8ebb-fc7c6d0714fe
|
1
|
|
Pushover analyses of slender cantilever bridge piers with strength and ductility degradation, file 5c6ee184-dc84-4dd8-830b-f2782cad9c01
|
1
|
|
OpenSeesPy-based web application for pushover curve computation of RC bridge piers subject to arbitrarily non-uniform corrosion patterns, file a977f722-b74b-42ad-ace0-3b6640cba22f
|
1
|
|
Elastodynamics of Nonshallow Cables: Linear Modal Properties, file e3835311-5543-15e8-e053-a505fe0a3de9
|
1
|
|
A discrete approach for a generalized Beck’s column in parametric resonance, file e3835311-8804-15e8-e053-a505fe0a3de9
|
1
|
|
A numerical approach for the stability analysis of thin-walled beams, file e3835311-c380-15e8-e053-a505fe0a3de9
|
1
|
|
Sulle condizioni di vincolo interno per un modello diretto di trave con ingobbamento, file e3835312-05c7-15e8-e053-a505fe0a3de9
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1
|
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On inner shearing constraints for a direct beam model coarsely describing warping, file e3835312-333e-15e8-e053-a505fe0a3de9
|
1
|
|
Stabilità di forme d’equilibrio non banali per travi sottili asimmetriche, file e3835312-3340-15e8-e053-a505fe0a3de9
|
1
|
|
Stability of non-trivial equilibrium paths of beams on partial visco-elastic foundation, file e3835313-055a-15e8-e053-a505fe0a3de9
|
1
|
|
Damage identification in a parabolic arch via orthogonal empirical mode decomposition, file e3835313-65b1-15e8-e053-a505fe0a3de9
|
1
|
|
The effect of warping on the dynamics of thin-walled beams, file e3835314-285c-15e8-e053-a505fe0a3de9
|
1
|
|
Torsion in multi-cell thin-walled girders, file e3835315-99fa-15e8-e053-a505fe0a3de9
|
1
|
|
Identification of uncertain vibrating beams through a perturbation approach, file e383531b-8d0a-15e8-e053-a505fe0a3de9
|
1
|
|
A perturbation approach for the identification of uncertain structures, file e383531f-1fe9-15e8-e053-a505fe0a3de9
|
1
|
|
Mixed beam formulation with cross-section warping for dynamic analysis of thin-walled structures, file e3835322-10cb-15e8-e053-a505fe0a3de9
|
1
|
|
Measured properties of structural damping in railway bridges, file e3835323-f208-15e8-e053-a505fe0a3de9
|
1
|
|
A pseudo-modal structural damage index based on orthogonal empirical mode decomposition, file e3835323-fe00-15e8-e053-a505fe0a3de9
|
1
|
|
Model identification of damping in railway beam bridges, file e3835324-2002-15e8-e053-a505fe0a3de9
|
1
|
|
On the use of piezoelectric sensors for experimental modal analysis, file e3835324-8ceb-15e8-e053-a505fe0a3de9
|
1
|
|
Nonlinear dynamic analysis of thin-walled structures adopting a mixed beam finite element model with out-of-plane cross-section warping, file e3835324-ba47-15e8-e053-a505fe0a3de9
|
1
|
|
Optimal sensors placement for damage detection of beam structures, file e3835325-e908-15e8-e053-a505fe0a3de9
|
1
|
|
A damage identification procedure for steel truss, file e383532a-16b6-15e8-e053-a505fe0a3de9
|
1
|
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Capitolo 6 - Monitoraggio strutturale sostenibile - Introduzione, file e383532a-4c46-15e8-e053-a505fe0a3de9
|
1
|
|
Buckling and Post‐Buckling of Parabolic Arches with Local Damage, file e383532d-714e-15e8-e053-a505fe0a3de9
|
1
|
| Totale |
1.068 |