| Nome |
# |
|
Analysis of masonry vaults through simplified micro-models, file e384c432-a5fa-d4b2-e053-9f05fe0a1d67
|
27
|
|
Validation of Simplified Micro-models for the Static Analysis of Masonry Arches and Vaults, file e384c434-02dc-d4b2-e053-9f05fe0a1d67
|
12
|
|
Review of push-out and shear response of hybrid steel-trussed concrete beams, file e384c430-55c8-d4b2-e053-9f05fe0a1d67
|
11
|
|
Constitutive Numerical Model of FRCM Strips Under Traction, file e384c432-e566-d4b2-e053-9f05fe0a1d67
|
11
|
|
Shear design of high strength concrete beams in MRFs, file e384c431-0e23-d4b2-e053-9f05fe0a1d67
|
10
|
|
Seismic assessment of masonry cross vaults through non-linear static analyses, file e384c434-1d1b-d4b2-e053-9f05fe0a1d67
|
10
|
|
Experimental testing of two novel stress sensors for SHM of masonry structures, file 2074a015-f0f8-4d3f-af8a-b1bd8abf988b
|
6
|
|
Validation of Simplified Micro-models for the Static Analysis of Masonry Arches and Vaults, file e384c432-5042-d4b2-e053-9f05fe0a1d67
|
6
|
|
Seismic Performance of Earthquake-Resilient RC Frames Made with HSTC Beams and Friction Damper Devices, file e384c433-a34e-d4b2-e053-9f05fe0a1d67
|
6
|
|
The Structural Effects of Micro-Geometry on Masonry Vaults, file e384c434-2980-d4b2-e053-9f05fe0a1d67
|
6
|
|
Modelling of FRP and FRCM-confined masonry columns: critical review for design and intervention strategies, file e384c434-29de-d4b2-e053-9f05fe0a1d67
|
6
|
|
Seismic behaviour of cross vaults with different brick pattern, file e384c434-e59c-d4b2-e053-9f05fe0a1d67
|
6
|
|
Preliminary validation of an innovative stress sensor for the Structural Health Monitoring of masonry buildings, file 35ef9038-86e3-4fe0-aa30-1259300e772d
|
4
|
|
Finite element analysis of the out-of-plane behavior of FRP strengthened masonry panels, file e384c430-49c3-d4b2-e053-9f05fe0a1d67
|
4
|
|
Behavior in compression of concrete cylinders externally wrapped
with basalt fibers, file e384c430-4bd0-d4b2-e053-9f05fe0a1d67
|
4
|
|
Shear models of Rc-encased steel joist beams in MRFs, file e384c431-0d99-d4b2-e053-9f05fe0a1d67
|
4
|
|
Design of RC joints equipped with hybrid trussed beams and friction dampers, file e384c432-d1ed-d4b2-e053-9f05fe0a1d67
|
4
|
|
Experimental characterization of friction properties of materials for innovative beam-to-column dissipative connection for low-damage RC structures, file 058f4fe9-5f95-42b3-a827-ff3fdc91caa9
|
3
|
|
Numerical Investigation of the Influence of Constructive Aspects on the Structural Behaviour of Masonry Cross Vaults, file cd2d7ec7-25b9-41bb-8231-5a5a3eba4a87
|
3
|
|
Computational assessment of the structural performance of concrete beams with encased steel joist, file e384c431-6114-d4b2-e053-9f05fe0a1d67
|
3
|
|
Analytical stress-strain law of FRP confined masonry in compression: Literature review and design provisions, file e384c433-82dc-d4b2-e053-9f05fe0a1d67
|
3
|
|
Seismic response of RC frames with steel-concrete truss beams equipped with beam-to-column and column-to-foundation friction damper connections, file e384c434-1692-d4b2-e053-9f05fe0a1d67
|
3
|
|
Finite element modelling of a Capacitive Stress Sensor, file 2b4dcb89-ee93-4609-aeda-afe6d4d35fc9
|
2
|
|
Innovative connections for steel-concrete-trussed beams: a patented solution, file 5358cd56-22b9-4d06-b0df-df8cd13ee5d3
|
2
|
|
Numerical Investigation of the Influence of Constructive Aspects on the Structural Behaviour of Masonry Cross Vaults, file 582004d4-455e-42bc-9739-0553ebe51809
|
2
|
|
Effectiveness of Flax-TRM composites under traction, file 9f0a2790-6d96-45df-96f3-eff494532909
|
2
|
|
Size effect on flexural strength of notched and un-notched concrete and rock specimens by Finite Fracture Mechanics, file ae60be69-d0dc-4be1-847e-ed3517245e0e
|
2
|
|
Seismic in-plane displacement capacity of masonry barrel vaults: the role of constructive aspects, file b87027b5-0ace-4003-a0a0-23751b7285d6
|
2
|
|
Cyclic behavior of composite truss beam-to-RC column joints in MRFS, file e384c430-49b7-d4b2-e053-9f05fe0a1d67
|
2
|
|
Effect of FRP wraps on the compressive behaviour of slender masonry columns, file e384c430-4f92-d4b2-e053-9f05fe0a1d67
|
2
|
|
Analytical prediction of the flexural response of external RC joints with smooth rebars, file e384c430-4f9b-d4b2-e053-9f05fe0a1d67
|
2
|
|
Modeling of the Shear Connection Capacity of Hybrid Steel Trussed Composite Beams, file e384c431-68da-d4b2-e053-9f05fe0a1d67
|
2
|
|
The Structural Effects of Micro-Geometry on Masonry Vaults, file e384c432-b003-d4b2-e053-9f05fe0a1d67
|
2
|
|
Design of RC joints equipped with hybrid trussed beams and friction dampers, file e384c432-cdd4-d4b2-e053-9f05fe0a1d67
|
2
|
|
Numerical modelling of masonry vaults with different brick pattern, file e384c432-d1ec-d4b2-e053-9f05fe0a1d67
|
2
|
|
Seismic Performance of Earthquake-Resilient RC Frames Made with HSTC Beams and Friction Damper Devices, file e384c433-b93f-d4b2-e053-9f05fe0a1d67
|
2
|
|
Analytical Interpretation of the Tensile Behaviour of TRM Composites with Natural Fibres, file f1a573cf-3593-4bfc-b543-12a015439ec9
|
2
|
|
Flexural Test on a Full-Scale 60-kW Wind Turbine-Tower Telescopic Steel Pipe, file 130edcda-9731-4d05-ab09-5a66a8d1b8a9
|
1
|
|
Efficacy of PBO-FRCM strengthening of RC columns in MRFs, file 26afcadd-d0c8-40c6-99ff-d676e68ab1df
|
1
|
|
SISTEMA DI DISSIPAZIONE SISMICA PER STRUTTURE EDILI, file 27736652-4bf6-41c7-8a13-fcac6a39c5c2
|
1
|
|
Replaceable friction device for steel-concrete composite trussed beam-to-RC column joint, file 2fe26ecf-f195-42ab-bd3e-ffb90b50a051
|
1
|
|
Path of Knowledge for the Assessment of Structural Safety of the Pisan Tower of the Royal Palace of Palermo in Italy, file 32b1ebcb-dbac-4f59-8ecd-93abb35f27ae
|
1
|
|
Reality-Based FE Block Models of Masonry Cross Vaults: A Real Case Study, file 5875bcf9-44ae-4fca-81f3-d013c9937f6e
|
1
|
|
Low-Damage Friction Connections in Hybrid Joints of Frames of Reinforced-Concrete Buildings, file 8839458d-b278-4f8c-89e7-3f19554bcb75
|
1
|
|
Experimental Investigation of the Shear Response of Precast Steel-Concrete Trussed Beams, file e384c430-49ba-d4b2-e053-9f05fe0a1d67
|
1
|
|
Flexural and Shear Resistance of High Strength Concrete Beams, file e384c430-49bd-d4b2-e053-9f05fe0a1d67
|
1
|
|
Modeling of the shear connection capacity of Hybrid Steel Trussed Composite Beams, file e384c430-49be-d4b2-e053-9f05fe0a1d67
|
1
|
|
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams, file e384c430-49bf-d4b2-e053-9f05fe0a1d67
|
1
|
|
Computational Study of Failure of Hybrid Steel Trussed Concrete Beams, file e384c430-49c2-d4b2-e053-9f05fe0a1d67
|
1
|
|
Analytical evaluation of steel–concrete composite trussed beam shear capacity, file e384c430-4bcf-d4b2-e053-9f05fe0a1d67
|
1
|
|
R.C. columns strengthened by PBO-FRCM under axial force and bending moment, file e384c430-4f96-d4b2-e053-9f05fe0a1d67
|
1
|
|
FEM analysis of push-out test response of Hybrid Steel Trussed Concrete Beams (HSTCBs), file e384c430-4f99-d4b2-e053-9f05fe0a1d67
|
1
|
|
Stress transfer mechanism investigation in hybrid steel trussed-concrete beams by push-out tests, file e384c430-4f9e-d4b2-e053-9f05fe0a1d67
|
1
|
|
Experimental analysis, numerical and analytical modeling of shear strength mechanisms in Hybrid Steel Trussed Concrete Beams, file e384c430-574f-d4b2-e053-9f05fe0a1d67
|
1
|
|
Effect of FRP strengthening on the flexural behaviour of calcarenite masonry walls, file e384c430-5807-d4b2-e053-9f05fe0a1d67
|
1
|
|
Efficacy of PBO-FRCM strengthening of RC columns in MRFs, file e384c431-68ee-d4b2-e053-9f05fe0a1d67
|
1
|
|
Dissipative connections of rc frames with prefabricated steel-trussed-concrete beams, file e384c432-d04f-d4b2-e053-9f05fe0a1d67
|
1
|
|
Performance of two innovative stress sensors imbedded in mortar joints of new masonry elements, file e384c433-d8e8-d4b2-e053-9f05fe0a1d67
|
1
|
|
Beam-to-column friction connection for earthquake-resilient reinforced concrete frames made with hybrid trussed beams, file e384c434-0386-d4b2-e053-9f05fe0a1d67
|
1
|
|
A DISSIPATIVE FRICTION DEVICE FOR HYBRID STEEL-TRUSSED-CONCRETE BEAM TO COLUMN CONNECTION, file e384c434-1cc5-d4b2-e053-9f05fe0a1d67
|
1
|
|
Modelling of FRP and FRCM-confined masonry columns: critical review for design and intervention strategies, file fb167a6d-907d-42ee-aa7e-27f5ff0bd89d
|
1
|
| Totale |
206 |
Archivio Istituzionale della Ricerca