| Nome |
# |
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Shear capacity in concrete beams reinforced by stirrups with two different inclinations, file e3ad8916-f78f-da0e-e053-3705fe0a2b96
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1.659
|
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Un criterio di selezione dell’input sismico per l’analisi dinamica non lineare delle strutture, file e3ad8916-ef19-da0e-e053-3705fe0a2b96
|
932
|
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Influence of lateral load distributions on pushover analysis effectiveness, file e3ad891a-cbf0-da0e-e053-3705fe0a2b96
|
324
|
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Increasing the Capacity of Existing Bridges by
Using Unbonded Prestressing Technology: A Case Study, file e3ad8916-d2e7-da0e-e053-3705fe0a2b96
|
273
|
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SIMPLE PLASTIC MODEL FOR SHEAR CRITICAL SFRC BEAMS, file e3ad8916-e79a-da0e-e053-3705fe0a2b96
|
222
|
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Shear resistance analytical evaluation for RC beams with transverse reinforcement with two different inclinations, file e3ad8921-9908-da0e-e053-3705fe0a2b96
|
221
|
|
Ultimate shear of RC beams with corroded stirrups and strengthened with FRP, file e3ad891f-785c-da0e-e053-3705fe0a2b96
|
169
|
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An analytical step-by-step procedure to derive the flexural response of RC sections in compression, file e3ad891a-982c-da0e-e053-3705fe0a2b96
|
167
|
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Review of push-out and shear response of hybrid steel-trussed concrete beams, file e3ad891e-9867-da0e-e053-3705fe0a2b96
|
144
|
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Tecniche di analisi statica non lineare multimodale per strutture intelaiate, file e3ad891b-748e-da0e-e053-3705fe0a2b96
|
143
|
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EFFICACY OF PBO-FRCM STRENGTHENING OF RC COLUMNS IN MRFS, file e3ad891f-785d-da0e-e053-3705fe0a2b96
|
125
|
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Effect of the different data survey scale on assessment of seismic exposure and vulnerability of the historic center of Caltabellotta, file e3ad8925-3eb8-da0e-e053-3705fe0a2b96
|
96
|
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COMPORTAMENTO CICLICO DI PANNELLI SOTTILI IN ACCIAIO, file e3ad8916-8e1e-da0e-e053-3705fe0a2b96
|
75
|
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Influence of the effectiveness factors in assessing the shear capacity of RC beams strengthened with FRP, file e3ad8927-2086-da0e-e053-3705fe0a2b96
|
50
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PBO textile embedded in FRCM for confinement of r.c. columns, file e3ad8916-f252-da0e-e053-3705fe0a2b96
|
35
|
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A Review of Current Research on the Use of Geopolymer Recycled Aggregate Concrete for Structural Members, file fde4f00b-e72f-4bc0-8120-dd46a88ce73e
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22
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Stress-strain law for confined concrete with hardening or softening behavior, file e3ad8927-4efe-da0e-e053-3705fe0a2b96
|
20
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Comparison of fully non-stationary artificial accelerogram generation methods in reproducing seismicity at a given site, file e3ad8921-34cb-da0e-e053-3705fe0a2b96
|
18
|
|
Steel based retrofitting interventions for existing masonry walls: a comparative numerical investigation, file 4874bc31-2fc5-4f1e-8a7b-cefcb1b7f472
|
16
|
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Push-Over Analysis of RC Frame with Corroded Rebar, file e3ad8927-f144-da0e-e053-3705fe0a2b96
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16
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Steel based retrofitting interventions for existing masonry walls: a comparative numerical investigation, file e3ad8928-eaf4-da0e-e053-3705fe0a2b96
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16
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Shear Strength Degradation due to Flexural Ductility Demand in R.C. Elements, file e3ad8916-f9d6-da0e-e053-3705fe0a2b96
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13
|
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Numerical Modelling for Assessing the Structural Efficiency of CAM® Reinforcement System for Masonry Walls, file e3ad8927-6628-da0e-e053-3705fe0a2b96
|
12
|
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Vulnerability and Seismic Exposure of Residential Building
Stock in the Historic Center of Alcamo, file 4a9ce144-7e56-4136-88d9-e59fc79fbc4e
|
11
|
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Influence of Cross-Section Shape and FRP Reinforcement Layout on Shear Capacity of Strengthened RC Beams, file e3ad8928-d54d-da0e-e053-3705fe0a2b96
|
11
|
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Low-Damage Friction Connections in Hybrid Joints of Frames of Reinforced-Concrete Buildings, file f3f915d8-948d-418b-9fca-e8ef62168880
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11
|
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Seismic Vulnerability of Segmental Bridges with Drop-In Span by Pushover Analysis, file c9db2174-9165-4ff8-a4f5-95b8cef9b9cf
|
9
|
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Seismic risk assessment of residential buildings by the Heuristic vulnerability model: influence of fragility curve models and inventory scale, file ea1bde69-3f64-4e08-957f-03c8b8f5be7b
|
9
|
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RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors, file d4905a00-1da4-45ce-bc18-920bc9c9a9cf
|
8
|
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Innovative connections for steel-concrete-trussed beams: a patented solution, file f7ccf06f-91d4-44d2-9361-1c6b0680932c
|
8
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6th Workshop on The New Boundaries of Structural Concrete 2022 University of Salento – ACI Italy Chapter, file c99bfb28-0a96-49c6-b334-f59761869d7d
|
7
|
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Esposizione e vulnerabilità sismica dell'edilizia residenziale del centro storico di Caltabellotta, file e3ad8923-3817-da0e-e053-3705fe0a2b96
|
7
|
|
A Review of Friction Dissipative Beam-to-Column Connections for the Seismic Design of MRFs, file 60e3c7d8-fe3e-4fa8-9841-59287df2b2ae
|
6
|
|
Experimental characterization of friction properties of materials for innovative beam-to-column dissipative connection for low-damage RC structures, file adea8b19-7dad-470e-878a-df35338b2f1f
|
6
|
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ANALISI TEORICO-SPERIMENTALE DEL COMPORTAMENTO A TAGLIO DI TRAVI PREFABBRICATE RETICOLARI MISTE, file e3ad8917-0857-da0e-e053-3705fe0a2b96
|
6
|
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Caratteristiche tipologico-strutturali per la valutazione della vulnerabilità sismica nel centro storico di Caltabellotta tra persistenze e trasformazioni, file e3ad8923-0512-da0e-e053-3705fe0a2b96
|
5
|
|
Shear Capacity Model with Variable Orientation of Concrete Stress Field for RC Beams Strengthened by FRP with Different Inclinations, file e3ad8927-7f7c-da0e-e053-3705fe0a2b96
|
5
|
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FEM analysis of push-out test response of Hybrid Steel Trussed Concrete Beams (HSTCBs), file e3ad8919-f30e-da0e-e053-3705fe0a2b96
|
4
|
|
Stiffness and strength of composite truss beam to R.C. column connection in MRFs, file e3ad8919-f4d4-da0e-e053-3705fe0a2b96
|
4
|
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Design of friction connections in R.C. structures with hybrid steel-trussed concrete beams, file e3ad8920-1a47-da0e-e053-3705fe0a2b96
|
4
|
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Performance of a historical cantilever reinforced concrete bridge with half-joint degradation, file e3ad8927-dd7a-da0e-e053-3705fe0a2b96
|
4
|
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RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors, file e3ad8928-e5cd-da0e-e053-3705fe0a2b96
|
4
|
|
Stress transfer mechanism investigation in hybrid steel trussed-concrete beams by push-out tests, file e3ad8916-cda8-da0e-e053-3705fe0a2b96
|
3
|
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Definition of diagonal Poisson's ratio and elastic modulus for infill masonry walls, file e3ad891b-6164-da0e-e053-3705fe0a2b96
|
3
|
|
Stress transfer and failure mechanisms in steel-concrete trussed beams: Experimental investigation on slab-thick and full-thick beams, file e3ad891b-c191-da0e-e053-3705fe0a2b96
|
3
|
|
Stress field model for strengthening of shear-flexure critical RC beams, file e3ad891b-e281-da0e-e053-3705fe0a2b96
|
3
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R.C. columns strengthened by PBO-FRCM under axial force and bending moment, file e3ad891c-a266-da0e-e053-3705fe0a2b96
|
3
|
|
Shear models of Rc-encased steel joist beams in MRFs, file e3ad891f-1459-da0e-e053-3705fe0a2b96
|
3
|
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Response behaviour of reinforced concrete beams strengthened in shear with FRP, file e3ad891f-de89-da0e-e053-3705fe0a2b96
|
3
|
|
Comparison of approaches for generation of fully non-stationary artificial accelerograms, file e3ad8920-3ec0-da0e-e053-3705fe0a2b96
|
3
|
|
Comparison of fully non-stationary artificial accelerogram generation methods in reproducing seismicity at a given site, file e3ad8921-34f1-da0e-e053-3705fe0a2b96
|
3
|
|
Shear resistance analytical evaluation for RC beams with transverse reinforcement with two different inclinations, file e3ad8921-9907-da0e-e053-3705fe0a2b96
|
3
|
|
Seismic Performance of Earthquake-Resilient RC Frames Made with HSTC Beams and Friction Damper Devices, file e3ad8927-5720-da0e-e053-3705fe0a2b96
|
3
|
|
THE REHABILITATION THROUGH EXTERNAL PRESTRESSING OF HISTORICAL REINFORCED CONCRETE BRIDGES WITH REDUCED PERFORMANCE: A CASE STUDY, file a346e06c-46e4-4e9a-90c9-1c92cffeb190
|
2
|
|
EXPERIMENTAL INVESTIGATION ON R.C. BEAMS RETROFITTED IN FLEXURE AND SHEAR BY PRETENSIONED STEEL RIBBONS, file e3ad8916-d185-da0e-e053-3705fe0a2b96
|
2
|
|
Analytical prediction of ultimate moment and curvature of RC rectangular sections in compression, file e3ad8919-e5f3-da0e-e053-3705fe0a2b96
|
2
|
|
Valutazione della Vulnerabilità a Scala Territoriale: Il Caso Studio di Caltabellotta (AG), file e3ad891c-66c5-da0e-e053-3705fe0a2b96
|
2
|
|
Comparative analysis of shear resisting models for hybrid steel trussed concrete beams, file e3ad891d-5a60-da0e-e053-3705fe0a2b96
|
2
|
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Flexural behavior of corroded RC beams, file e3ad891e-85ef-da0e-e053-3705fe0a2b96
|
2
|
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Design of RC joints equipped with hybrid trussed beams and friction dampers, file e3ad8925-f223-da0e-e053-3705fe0a2b96
|
2
|
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Friction-based beam-to-column connection for low-damage RC frames with hybrid trussed beams, file 114da25f-3b6c-45bb-b399-a09254fd04eb
|
1
|
|
Seismic Response of RC Frames with Steel-Concrete Truss Beams Equipped with Beam-To-Column and Column-To-Foundation Friction Damper Connections, file 8b5221e1-62e7-4b48-b58d-fc3916f616b0
|
1
|
|
Shear Capacity Model with Variable Orientation of Concrete Stress Field for RC Beams Strengthened by FRP/FRCM, file c82e4387-b6ed-4202-8114-23b743ed1765
|
1
|
|
Assessment of push-out test response of hybrid steel trussed-concrete beams by FE model, file e3ad8916-6e30-da0e-e053-3705fe0a2b96
|
1
|
|
ANALISI DELLE TENSIONI SU PIATTABANDE METALLICHE DI
TRAVI RETICOLARI MISTE, file e3ad8916-7f14-da0e-e053-3705fe0a2b96
|
1
|
|
Proposal of a Selection Criterium of Natural Accelerograms for NLRHA, file e3ad8916-d484-da0e-e053-3705fe0a2b96
|
1
|
|
Generalization of Shear Truss Model to the Case of SFRC Beams with Stirrups, file e3ad8916-e550-da0e-e053-3705fe0a2b96
|
1
|
|
Concrete columns confined with fibre reinforced cementitious mortars: Experimentation and modelling, file e3ad8916-e558-da0e-e053-3705fe0a2b96
|
1
|
|
Progetto INCAMMINO-Indagini sperimentali su elementi strutturali in muratura rinforzati con il CAM, file e3ad8917-5dbe-da0e-e053-3705fe0a2b96
|
1
|
|
Analisi sperimentale del comportamento ciclico di elementi in calcestruzzo a bassa resistenza confinati con FRCM, file e3ad8917-5fa3-da0e-e053-3705fe0a2b96
|
1
|
|
Nonlinear analysis of beams reinforced in shear with stirrups and steel fibers, file e3ad8918-63bc-da0e-e053-3705fe0a2b96
|
1
|
|
Shear-flexure interaction of RC elements strengthened with FRP sheets, file e3ad8919-ee1c-da0e-e053-3705fe0a2b96
|
1
|
|
Ductility of reinforced concrete members externally wrapped with fiber-reinforced polymer sheets, file e3ad8919-efde-da0e-e053-3705fe0a2b96
|
1
|
|
Experimental Investigation of the Shear Response of Precast Steel-Concrete Trussed Beams, file e3ad891a-3110-da0e-e053-3705fe0a2b96
|
1
|
|
CRITERI E TECNICHE DI VALUTAZIONE E RIDUZIONE DELLA VULNERABILITÀ SISMICA DEL CENTRO STORICO, file e3ad891a-34a0-da0e-e053-3705fe0a2b96
|
1
|
|
Prove sperimentali su travi in c.a. rinforzate con metodo CAM®: valutazione dei meccanismi di flessione (parte 2), file e3ad891a-d1b3-da0e-e053-3705fe0a2b96
|
1
|
|
Numerical analysis of the effects of PBO-FRCM confinement on RC columns, file e3ad891d-5ecb-da0e-e053-3705fe0a2b96
|
1
|
|
Seismic response of RC frames with HSTC beams endowed with friction damper devices, file e3ad8922-f317-da0e-e053-3705fe0a2b96
|
1
|
|
Analytical evaluation of steel–concrete composite trussed beam shear capacity, file e3ad8925-d48c-da0e-e053-3705fe0a2b96
|
1
|
|
Dissipative connections of rc frames with prefabricated steel-trussed-concrete beams, file e3ad8926-39c0-da0e-e053-3705fe0a2b96
|
1
|
|
Vulnerabilità ed esposizione sismica del costruito residenziale del centro storico di Alcamo, file e3ad8927-7a8c-da0e-e053-3705fe0a2b96
|
1
|
|
Sistema di dissipazione sismica per strutture edili, file e3ad8928-0336-da0e-e053-3705fe0a2b96
|
1
|
|
Numerical Modelling for Assessing the Structural Efficiency of CAM® Reinforcement System for Masonry Walls, file f0df1149-3c2c-4018-942d-47d9fb2d492d
|
1
|
| Totale |
4.967 |