EXPERIMENTAL, NUMERICAL AND THEORETICAL MODELLING OF SUPPORT WORKS IN THE SEISMIC FIELD: TOWARDS A MORE RESILIENT DESIGN. (Q4141349): Difference between revisions
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(Changed label, description and/or aliases in es, and other parts: Adding Spanish translations) |
(Changed label, description and/or aliases in en, and other parts: Adding English translations) |
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EXPERIMENTAL, NUMERICAL AND THEORETICAL MODELLING OF SUPPORT WORKS IN THE SEISMIC FIELD: TOWARDS A MORE RESILIENT DESIGN. | |||||||||||||||
| Property / summary | |||||||||||||||
THE RESEARCH PROJECT CONCERNS THE DEVELOPMENT OF NEW DESIGN METHODOLOGIES, BASED ON A PERFORMANCE APPROACH, FOR THE SEISMIC DESIGN OF FLEXIBLE SUPPORT WORKS. FOR SUCH WORKS, IN FACT, CONVENTIONAL DESIGN METHODS CAN LEAD TO OVERLY CONSERVATIVE AND UNECONOMIC DESIGN SOLUTIONS IN AREAS OF HIGH SISMICITÃ.IN AREAS WITH HIGH SEISMIC HAZARDS, FLEXIBLE SUPPORT WORKS CAN DRAW ON CONDITIONS OF ULTIMATE LIMIT STATE, INCLUDING YIELDING OF STRUCTURAL ELEMENTS OR EXCESSIVE ACCUMULATION OF PERMANENT MOVEMENTS. THE ULTIMATE LIMIT STATE CONDITIONS CAN ALSO BE INDUCED BY LIQUEFAZIONE PHENOMENA.THE MAIN OBJECTIVE OF THIS PROJECT IS TO INVESTIGATE THE SEISMIC BEHAVIOUR OF FLEXIBLE SUPPORT WORKS AND THE DEVELOPMENT OF SIMPLIFIED DESIGN METHODS. THIS GOAL WILL BE PURSUED BY COMBINING DIFFERENT ACTIVITIES: (1) PHYSICAL MODELING IN CENTRIFUGE TO INVESTIGATE THE SALIENT ASPECTS OF CO (English) | |||||||||||||||
| Property / summary: THE RESEARCH PROJECT CONCERNS THE DEVELOPMENT OF NEW DESIGN METHODOLOGIES, BASED ON A PERFORMANCE APPROACH, FOR THE SEISMIC DESIGN OF FLEXIBLE SUPPORT WORKS. FOR SUCH WORKS, IN FACT, CONVENTIONAL DESIGN METHODS CAN LEAD TO OVERLY CONSERVATIVE AND UNECONOMIC DESIGN SOLUTIONS IN AREAS OF HIGH SISMICITÃ.IN AREAS WITH HIGH SEISMIC HAZARDS, FLEXIBLE SUPPORT WORKS CAN DRAW ON CONDITIONS OF ULTIMATE LIMIT STATE, INCLUDING YIELDING OF STRUCTURAL ELEMENTS OR EXCESSIVE ACCUMULATION OF PERMANENT MOVEMENTS. THE ULTIMATE LIMIT STATE CONDITIONS CAN ALSO BE INDUCED BY LIQUEFAZIONE PHENOMENA.THE MAIN OBJECTIVE OF THIS PROJECT IS TO INVESTIGATE THE SEISMIC BEHAVIOUR OF FLEXIBLE SUPPORT WORKS AND THE DEVELOPMENT OF SIMPLIFIED DESIGN METHODS. THIS GOAL WILL BE PURSUED BY COMBINING DIFFERENT ACTIVITIES: (1) PHYSICAL MODELING IN CENTRIFUGE TO INVESTIGATE THE SALIENT ASPECTS OF CO (English) / rank | |||||||||||||||
Normal rank | |||||||||||||||
| Property / summary: THE RESEARCH PROJECT CONCERNS THE DEVELOPMENT OF NEW DESIGN METHODOLOGIES, BASED ON A PERFORMANCE APPROACH, FOR THE SEISMIC DESIGN OF FLEXIBLE SUPPORT WORKS. FOR SUCH WORKS, IN FACT, CONVENTIONAL DESIGN METHODS CAN LEAD TO OVERLY CONSERVATIVE AND UNECONOMIC DESIGN SOLUTIONS IN AREAS OF HIGH SISMICITÃ.IN AREAS WITH HIGH SEISMIC HAZARDS, FLEXIBLE SUPPORT WORKS CAN DRAW ON CONDITIONS OF ULTIMATE LIMIT STATE, INCLUDING YIELDING OF STRUCTURAL ELEMENTS OR EXCESSIVE ACCUMULATION OF PERMANENT MOVEMENTS. THE ULTIMATE LIMIT STATE CONDITIONS CAN ALSO BE INDUCED BY LIQUEFAZIONE PHENOMENA.THE MAIN OBJECTIVE OF THIS PROJECT IS TO INVESTIGATE THE SEISMIC BEHAVIOUR OF FLEXIBLE SUPPORT WORKS AND THE DEVELOPMENT OF SIMPLIFIED DESIGN METHODS. THIS GOAL WILL BE PURSUED BY COMBINING DIFFERENT ACTIVITIES: (1) PHYSICAL MODELING IN CENTRIFUGE TO INVESTIGATE THE SALIENT ASPECTS OF CO (English) / qualifier | |||||||||||||||
point in time: 31 January 2022
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Revision as of 10:06, 31 January 2022
Project Q4141349 in Italy
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | EXPERIMENTAL, NUMERICAL AND THEORETICAL MODELLING OF SUPPORT WORKS IN THE SEISMIC FIELD: TOWARDS A MORE RESILIENT DESIGN. |
Project Q4141349 in Italy |
Statements
23,594.32 Euro
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47,188.64 Euro
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50.0 percent
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S.C.I.R.E. CONSORZIO
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UNIVERSIT? DEGLI STUDI NICCOL? CUSANO
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IL PROGETTO DI RICERCA RIGUARDA LO SVILUPPO DI NUOVE METODOLOGIE PROGETTUALI, BASATE SU UN APPROCCIO DI TIPO PRESTAZIONALE, PER LA PROGETTAZIONE SISMICA DI OPERE DI SOSTEGNO FLESSIBILI. PER TALI OPERE, INFATTI, I METODI DI PROGETTO CONVENZIONALI POSSONO PORTARE A SOLUZIONI PROGETTUALI ECCESSIVAMENTE CONSERVATIVE E ANTIECONOMICHE IN ZONE AD ELEVATA SISMICITÃ .IN ZONE AD ELEVATA PERICOLOSITÃ SISMICA, LE OPERE DI SOSTEGNO FLESSIBILI POSSONO ATTINGERE CONDIZIONI DI STATO LIMITE ULTIMO, INCLUSO LO SNERVAMENTO DI ELEMENTI STRUTTURALI O L'ECCESSIVO ACCUMULO DI SPOSTAMENTI PERMANENTI. CONDIZIONI DI STATO LIMITE ULTIMO POSSONO ESSERE INDOTTE ANCHE DA FENOMENI DI LIQUEFAZIONE.IL PRINCIPALE OBIETTIVO DI QUESTO PROGETTO CONSISTE NELL'INVESTIGARE IL COMPORTAMENTO SISMICO DI OPERE DI SOSTEGNO FLESSIBILI E NELLO SVILUPPO DI METODI PROGETTUALI SEMPLIFICATI. QUESTO OBIETTIVO SARÃ PERSEGUITO COMBINANDO DIVERSE ATTIVITÃ : (1) MODELLAZIONE FISICA IN CENTRIFUGA PER INVESTIGARE GLI ASPETTI SALIENTI DEL CO (Italian)
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EL PROYECTO DE INVESTIGACIÓN SE REFIERE AL DESARROLLO DE NUEVAS METODOLOGÍAS DE DISEÑO, BASADAS EN UN ENFOQUE DE RENDIMIENTO, PARA EL DISEÑO SÍSMICO DE TRABAJOS DE APOYO FLEXIBLES. PARA ESTAS OBRAS, DE HECHO, LOS MÉTODOS DE DISEÑO CONVENCIONALES PUEDEN CONDUCIR A SOLUCIONES DE DISEÑO EXCESIVAMENTE CONSERVADORAS Y ANTIECONÓMICAS EN ÁREAS DE ALTA SISMICITÃ.IN ÁREAS CON ALTOS RIESGOS SÍSMICOS, LAS OBRAS DE APOYO FLEXIBLES PUEDEN RECURRIR A CONDICIONES DE ESTADO LÍMITE FINAL, INCLUYENDO EL RENDIMIENTO DE ELEMENTOS ESTRUCTURALES O LA ACUMULACIÓN EXCESIVA DE MOVIMIENTOS PERMANENTES. EL LÍMITE FINAL DE LAS CONDICIONES ESTATALES TAMBIÉN PUEDE SER INDUCIDO POR LIQUEFAZIONE PHENOMENA. EL OBJETIVO PRINCIPAL DE ESTE PROYECTO ES INVESTIGAR EL COMPORTAMIENTO SÍSMICO DE LAS OBRAS DE APOYO FLEXIBLES Y EL DESARROLLO DE MÉTODOS DE DISEÑO SIMPLIFICADOS. ESTE OBJETIVO SE PERSEGUIRÁ COMBINANDO DIFERENTES ACTIVIDADES: (1) MODELADO FÍSICO EN CENTRÍFUGA PARA INVESTIGAR LOS ASPECTOS MÁS DESTACADOS DE LA (Spanish)
30 January 2022
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THE RESEARCH PROJECT CONCERNS THE DEVELOPMENT OF NEW DESIGN METHODOLOGIES, BASED ON A PERFORMANCE APPROACH, FOR THE SEISMIC DESIGN OF FLEXIBLE SUPPORT WORKS. FOR SUCH WORKS, IN FACT, CONVENTIONAL DESIGN METHODS CAN LEAD TO OVERLY CONSERVATIVE AND UNECONOMIC DESIGN SOLUTIONS IN AREAS OF HIGH SISMICITÃ.IN AREAS WITH HIGH SEISMIC HAZARDS, FLEXIBLE SUPPORT WORKS CAN DRAW ON CONDITIONS OF ULTIMATE LIMIT STATE, INCLUDING YIELDING OF STRUCTURAL ELEMENTS OR EXCESSIVE ACCUMULATION OF PERMANENT MOVEMENTS. THE ULTIMATE LIMIT STATE CONDITIONS CAN ALSO BE INDUCED BY LIQUEFAZIONE PHENOMENA.THE MAIN OBJECTIVE OF THIS PROJECT IS TO INVESTIGATE THE SEISMIC BEHAVIOUR OF FLEXIBLE SUPPORT WORKS AND THE DEVELOPMENT OF SIMPLIFIED DESIGN METHODS. THIS GOAL WILL BE PURSUED BY COMBINING DIFFERENT ACTIVITIES: (1) PHYSICAL MODELING IN CENTRIFUGE TO INVESTIGATE THE SALIENT ASPECTS OF CO (English)
31 January 2022
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ROMA
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