| Nome |
# |
|
Mechanical modeling of metallic strands subjected to tension, torsion and bending, file e0c31c0a-be7a-4599-e053-1705fe0aef77
|
326
|
|
Damage detection and localization on a benchmark cable-stayed bridge, file e0c31c0e-4d29-4599-e053-1705fe0aef77
|
262
|
|
On the estimation of von mises equivalent stress in random vibration analysis, file e0c31c11-0d0b-4599-e053-1705fe0aef77
|
239
|
|
Testing walking-induced vibration of floors using smartphones recordings, file e0c31c10-751a-4599-e053-1705fe0aef77
|
168
|
|
A finite element approach to model galloping vibrations of iced suspended cables, file e0c31c0b-e9c1-4599-e053-1705fe0aef77
|
165
|
|
Numerical integration of the equations of motion of structural systems undergoing large 3D rotations: dynamics of corotational slender beam elements, file e0c31c0e-c4e6-4599-e053-1705fe0aef77
|
153
|
|
Control of wind buffeting vibrations in a suspension bridge by TMD: Hybridization and robustness issues, file e0c31c0e-9b7b-4599-e053-1705fe0aef77
|
120
|
|
A parametric study on the structural damping of suspended cables, file e0c31c0b-e722-4599-e053-1705fe0aef77
|
116
|
|
Submerged Floating Tunnels under Seismic Motion: Vibration Mitigation and Seaquake effects, file e0c31c0a-91e6-4599-e053-1705fe0aef77
|
113
|
|
Hysteretic Behaviour of Stockbridge Dampers: Modelling and Parameter Identification, file e0c31c0c-bf45-4599-e053-1705fe0aef77
|
113
|
|
Vibration-based damage severity estimation basing on a non-model damage feature, file e0c31c0c-f61b-4599-e053-1705fe0aef77
|
96
|
|
A stochastic and continuous model of aeolian vibrations of conductors equipped with stockbridge dampers, file e0c31c11-1178-4599-e053-1705fe0aef77
|
87
|
|
Phenomenological model of rubber bearings with variable axial loading, file e0c31c0e-e743-4599-e053-1705fe0aef77
|
70
|
|
On the modelling of the hysteretic behaviour of wire rope isolators, file e0c31c11-467e-4599-e053-1705fe0aef77
|
60
|
|
A numerical assessment of variable saturation of the upper layers on the ground borne vibrations from underground trains: A case history, file 705a47e9-be8f-4583-8c49-814785446dc7
|
39
|
|
Extending the Benchmark Cable-Stayed Bridge for Transverse Response under Seismic Loading, file e0c31c0d-8f3f-4599-e053-1705fe0aef77
|
23
|
|
Reduced-order coupled bidirectional modeling of the Roll-N-Cage isolator with application to the updated bridge benchmark, file e0c31c0e-b997-4599-e053-1705fe0aef77
|
21
|
|
Testing of a full-scale flat slab building for gravity and lateral loads, file e0c31c11-7d23-4599-e053-1705fe0aef77
|
21
|
|
The interpolation method for the detection of localized stiffness losses, file e0c31c0c-c5d8-4599-e053-1705fe0aef77
|
14
|
|
Deformation capacity evaluation for flat slab seismic design, file e0c31c12-ecda-4599-e053-1705fe0aef77
|
10
|
|
Analytical modeling of the varying bending stiffness inside the boundary layers of cables, file e0c31c12-63fb-4599-e053-1705fe0aef77
|
9
|
|
NUMERICAL EVALUATION OF THE TEMPORAL VARIATION OF VIBRATIONS INDUCED BY UNDERGROUND TRAINS, file 85766ee7-43da-4d62-ada1-d0265ac1afcc
|
7
|
|
Temperatures in active heave compensation ropes, file e0c31c0a-b906-4599-e053-1705fe0aef77
|
7
|
|
IL CONTROLLO STRUTTURALE DELLE VIBRAZIONI NELL'INGEGNERIA CIVILE, file e0c31c08-295e-4599-e053-1705fe0aef77
|
5
|
|
Damage localization in a high-rise building using seismic excitation, file e0c31c08-d8a3-4599-e053-1705fe0aef77
|
5
|
|
Damage detection and localization on a benchmark cable-stayed bridge, file e0c31c09-d1b0-4599-e053-1705fe0aef77
|
4
|
|
An analytical approach to model the hysteretic bending behavior of spiral strands, file e0c31c0a-b903-4599-e053-1705fe0aef77
|
4
|
|
Dynamic interaction with travelling vehicles in a submerged floating tunnel, file e0c31c0c-72ff-4599-e053-1705fe0aef77
|
4
|
|
Analysis of the “Casa dello Studente” collapse during the L’Aquila 6th April 2009 earthquake, file e0c31c08-06fd-4599-e053-1705fe0aef77
|
3
|
|
Optimal passive and semi-active control of a wind excited suspension bridge, file e0c31c08-07c9-4599-e053-1705fe0aef77
|
3
|
|
Effects of Foundation Rotational Motion on the Non-Linear Response of a Base-Isolated Nuclear Power Plant subject to Earthquake Loading, file e0c31c08-dbd3-4599-e053-1705fe0aef77
|
3
|
|
The interpolation method for the detection of localised stiffness losses, file e0c31c08-dc32-4599-e053-1705fe0aef77
|
3
|
|
Finite element modelling of cable galloping vibrations. Part I: Formulation of mechanical and aerodynamic co-rotational elements, file e0c31c0b-d978-4599-e053-1705fe0aef77
|
3
|
|
A unified analytical model for the self-damping of stranded cables under aeolian vibrations, file e0c31c0b-e721-4599-e053-1705fe0aef77
|
3
|
|
Method for evaluating temperatures in active heave compensation ropes, file e0c31c0e-004f-4599-e053-1705fe0aef77
|
3
|
|
INFLUENCE OF MASONRY INFILLS ON DYNAMIC BEHAVIOUR OF REINFORCED CONCRETE FRAMED STRUCTURE, file e0c31c0e-ee5f-4599-e053-1705fe0aef77
|
3
|
|
A numerical assessment of variable saturation of the upper layers on the ground borne vibrations from underground trains: A case history, file 09a77048-3d46-40f6-810b-b801acf3ffbc
|
2
|
|
Slender precast voided slabs under walking-induced vibration, file 6c378792-4c78-4156-8b88-1758437c5f00
|
2
|
|
Fatigue mitigation in a long span suspension bridge, file e0c31c07-ebde-4599-e053-1705fe0aef77
|
2
|
|
Characterization, modeling and assessment of Roll-N-Cage isolator using the cable-stayed bridge benchmark, file e0c31c08-0ad4-4599-e053-1705fe0aef77
|
2
|
|
The partial collapse of "Casa dello Studente" during L'Aquila 2009 earthquake, file e0c31c08-11f7-4599-e053-1705fe0aef77
|
2
|
|
Extending the Benchmark Cable-Stayed Bridge for Transverse Response under Seismic Loading, file e0c31c08-2858-4599-e053-1705fe0aef77
|
2
|
|
Refined optimal passive control of buffeting-induced wind loading of a suspension bridge, file e0c31c08-2859-4599-e053-1705fe0aef77
|
2
|
|
null, file e0c31c08-4476-4599-e053-1705fe0aef77
|
2
|
|
Assessing the performance of a high damping rubber bearing in beyond-design conditions, file e0c31c08-dbd7-4599-e053-1705fe0aef77
|
2
|
|
Assessing damage intensity basing on a non-model damage feature on a long span suspension bridge model, file e0c31c0a-83ae-4599-e053-1705fe0aef77
|
2
|
|
A new approach to the definition of self-damping for stranded cables, file e0c31c0a-b347-4599-e053-1705fe0aef77
|
2
|
|
Temperatures in active heave compensation ropes, file e0c31c0b-e57f-4599-e053-1705fe0aef77
|
2
|
|
Seismic actions induced by cladding panels to precast concrete frame structures, file e0c31c0b-eb45-4599-e053-1705fe0aef77
|
2
|
|
Finite element modeling of cable galloping vibrations. Part II: Application to an iced cable in 1:2 multiple internal resonance, file e0c31c0c-2139-4599-e053-1705fe0aef77
|
2
|
|
An enhanced unified model for the self-damping of stranded cables under aeolian vibrations, file e0c31c0c-bf47-4599-e053-1705fe0aef77
|
2
|
|
Method for evaluating temperatures in active heave compensation ropes, file e0c31c0e-0050-4599-e053-1705fe0aef77
|
2
|
|
Flat Slab Structural Response for Seismic European Design. Full Scale testing Results, file e0c31c11-6ca1-4599-e053-1705fe0aef77
|
2
|
|
On the Seismic Response of Anchoring Elements for Submerged Floating Tunnels, file 597a6132-3c85-492b-99dc-483a3434e743
|
1
|
|
Flat slab response for seismic and cyclic actions prediction with numerical models, file 61c6bc09-c6c3-47e9-a5f0-9c9047d3c3ef
|
1
|
|
On the Modeling of Self-damping in Overhead Electrical Line Conductors Subject to Vortex-Induced Vibrations, file 6bcb2bdc-b1d8-40fd-8b60-32034e9289f1
|
1
|
|
Decentralized Control of the Ansys Updated ASCE Benchmark Model, file e0c31c07-ebda-4599-e053-1705fe0aef77
|
1
|
|
Fatigue Mitigation in a Long Span Suspension Bridge with a Steel Frame Deck, file e0c31c07-ebdc-4599-e053-1705fe0aef77
|
1
|
|
Localizzazione Del Danno In Ponti Di Grande Luce Soggetti Ad Eccitazione Sismica, file e0c31c07-f613-4599-e053-1705fe0aef77
|
1
|
|
Semi-active systems for the wind effects mitigation of a suspension bridge, file e0c31c07-fe27-4599-e053-1705fe0aef77
|
1
|
|
Interpolation Damage Detection Method on a Suspension Bridge Model: Influence of Sensors Disturbances, file e0c31c07-fe2b-4599-e053-1705fe0aef77
|
1
|
|
Some Remarks on the Mitigation of Long-Span Bridges Structural Vibrations Induced by Wind and Earthquake, file e0c31c07-fe2c-4599-e053-1705fe0aef77
|
1
|
|
3D Numerical Characterization Efficiency Assessment of RNC Isolator Experimental Prototypes, file e0c31c07-fe2d-4599-e053-1705fe0aef77
|
1
|
|
Seismic protection of the ASCE updated cable-stayed bridge benchmark with RNC passive devices, file e0c31c07-fe2e-4599-e053-1705fe0aef77
|
1
|
|
Seismic performance of a wind designed control strategy on a suspension bridge, file e0c31c07-fe2f-4599-e053-1705fe0aef77
|
1
|
|
The collapse of the "Casa dello Studente" during the 2009 earthquake in L'Aquila, file e0c31c08-07ee-4599-e053-1705fe0aef77
|
1
|
|
Multi-site damage localization in a suspension bridge via
aftershock monitoring, file e0c31c08-0ac7-4599-e053-1705fe0aef77
|
1
|
|
Vibration-based Damage Localization in a Cable-stayed Bridge, file e0c31c08-291b-4599-e053-1705fe0aef77
|
1
|
|
Modeling the Seismic Protection of the Updated Cable-Stayed Bridge
Benchmark with Roll-N-Cage Devices, file e0c31c08-291d-4599-e053-1705fe0aef77
|
1
|
|
Modelling the ASCE Cable-Stayed Bridge Benchmark with Passive Devices., file e0c31c08-3a5b-4599-e053-1705fe0aef77
|
1
|
|
Passive and Semi-Active Seismic Protection of the ASCE Cable-Stayed Bridge, file e0c31c08-45d8-4599-e053-1705fe0aef77
|
1
|
|
Numerical integration of the equations of motion of structural systems undergoing large 3D rotations: dynamics of corotational slender beam elements, file e0c31c08-dbd0-4599-e053-1705fe0aef77
|
1
|
|
The Effects of Foundation Rotational Excitation on a Cable Stayed Bridge subject to Seismic Loading, file e0c31c08-dbd2-4599-e053-1705fe0aef77
|
1
|
|
Wind Driven Damage Localization in a High-rise Building, file e0c31c08-dbd5-4599-e053-1705fe0aef77
|
1
|
|
Reduced-order coupled bidirectional modeling of the Roll-N-Cage isolator with application to the updated bridge benchmark, file e0c31c08-de51-4599-e053-1705fe0aef77
|
1
|
|
Control of wind buffeting vibrations in a suspension bridge by TMD: Hybridization and robustness issues, file e0c31c08-dea5-4599-e053-1705fe0aef77
|
1
|
|
Vibration-based damage assessment basing on a data driven damage feature, file e0c31c0a-8038-4599-e053-1705fe0aef77
|
1
|
|
Wind and earthquake protection of cable-supported bridges, file e0c31c0a-87f6-4599-e053-1705fe0aef77
|
1
|
|
On the modeling of self-damping in stranded cables, file e0c31c0a-b3ba-4599-e053-1705fe0aef77
|
1
|
|
A corotational finite element to model galloping vibrations of overhead electrical lines, file e0c31c0a-b515-4599-e053-1705fe0aef77
|
1
|
|
Sull’interazione sismica fuori piano tra telai prefabbricati e pannelli di tamponamento / On the seismic out-of-plane interaction between precast frames structures and cladding panels, file e0c31c0b-dbef-4599-e053-1705fe0aef77
|
1
|
|
Modelling the axial-torsional response of metallic strands accounting for the deformability of the internal contact surfaces, file e0c31c0b-e9bf-4599-e053-1705fe0aef77
|
1
|
|
On the modelling of internal damping in stranded cables, file e0c31c0c-1c54-4599-e053-1705fe0aef77
|
1
|
|
Galloping of suspended cables: A corotational finite element approach, file e0c31c0c-213f-4599-e053-1705fe0aef77
|
1
|
|
Shear and punching strength of reinforced concrete voided slabs, file e0c31c0c-24d4-4599-e053-1705fe0aef77
|
1
|
|
Effect of structural control on wind fatigue mitigation in suspension bridges, file e0c31c0c-687f-4599-e053-1705fe0aef77
|
1
|
|
Modeling the axial-torsional response of metallic strands accounting for the deformability of the internal contact surfaces: Derivation of the symmetric stiffness matrix, file e0c31c0d-fd7a-4599-e053-1705fe0aef77
|
1
|
|
SFTs under dynamic loads: new design issues and numerical simulation, file e0c31c0e-004d-4599-e053-1705fe0aef77
|
1
|
|
SOME ASPECTS ON 3D BASE ISOLATION OF HEAVY AND LIGHTWEIGHT STRUCTURES WITH TMD, file e0c31c0e-f044-4599-e053-1705fe0aef77
|
1
|
|
An efficient semi-analytical procedure for assessing aeolian vibrations of overhead transmission lines, file e0c31c0e-fd49-4599-e053-1705fe0aef77
|
1
|
|
A new mechanical model for metallic wire ropes, file e0c31c0f-26ee-4599-e053-1705fe0aef77
|
1
|
|
An appraisal of modelling strategies for assessing aeolian vibrations of transmission lines, file e0c31c11-3e24-4599-e053-1705fe0aef77
|
1
|
|
Hysteretic behavior of stranded cables: recent developments and application to the modeling of self-damping in overhead electrical line conductors, file e0c31c12-42d7-4599-e053-1705fe0aef77
|
1
|
|
SFTs under seismic loading: conceptual design and optimization tools, file e0c31c12-6df1-4599-e053-1705fe0aef77
|
1
|
| Totale |
2.360 |