SAFECAST
PERFOMANCE OF INNOVATIVE MECHANICAL CONNECTIONS IN PRECAST BUILDINGS STRUCTURES UNDER SEISMIC CONDITIONS
| Coordinatore | ASSOBETON - ASSOCIAZIONE NAZIONALE INDUSTRIE MANUFATTI CEMENTIZI
Organization address
address: VIA G ZANELLA 36 contact info |
| Nazionalità Coordinatore | Italy [IT] |
| Sito del progetto | http://www.safecastproject.eu |
| Totale costo | 3˙962˙776 € |
| EC contributo | 3˙040˙906 € |
| Programma | FP7-SME
Specific Programme "Capacities": Research for the benefit of SMEs |
| Code Call | FP7-SME-2007-2 |
| Funding Scheme | BSG-SME-AG |
| Anno di inizio | 2009 |
| Periodo (anno-mese-giorno) | 2009-03-01 - 2012-02-29 |
Partecipanti
| # | ||||
|---|---|---|---|---|
| 1 |
ASSOBETON - ASSOCIAZIONE NAZIONALE INDUSTRIE MANUFATTI CEMENTIZI
Organization address
address: VIA G ZANELLA 36 contact info |
IT (MILANO) | coordinator | 1˙074˙700.00 |
| 2 |
ASOCIACION NACIONAL DE PREFABRICADOS Y DERIVADOS DEL CEMENTO - ANDECE
Organization address
address: Paseo de la Castellana 226 contact info |
ES (Madrid) | participant | 451˙534.00 |
| 3 |
TURKIYE PREFABRIK BIRLIGI DERNEGI - TURKISH PRECAST CONCRETE ASSOCIATION TPCA
Organization address
address: FARABI SOKAK - CANKAYA 39/10 contact info |
TR (ANKARA) | participant | 451˙534.00 |
| 4 |
ASSOCIACAO NACIONAL DOS INDUSTRIAISDE PREFABRICACAO EM BETAO
Organization address
address: RUA DONA FILIPA DE VILHENA 9 2 DT contact info |
PT (LISBOA) | participant | 320˙875.00 |
| 5 |
LU.GE.A PROGETTI COSTRUZIONE GESTIONE SPA
Organization address
address: VIA CRISTOFORO COLOMBO 112 contact info |
IT (ROMA) | participant | 285˙296.00 |
| 6 |
DLC SRL
Organization address
address: VIA TIZIANO 19 contact info |
IT (MILANO) | participant | 183˙842.00 |
| 7 |
SYNDESMOS ELLINIKON VIOMICHANION PROKATASKEVIS SKIRODEMATOS
Organization address
address: KAROLOU 28 contact info |
EL (ATHENS) | participant | 132˙767.00 |
| 8 |
PRELOSAR SL - PREFABRICADOS DE LOSAS RIOJANAS SL
Organization address
address: CAMINO DE LA CORONILLA 8 contact info |
ES (LOGRONO (La Rioja)) | participant | 67˙861.00 |
| 9 |
LABOR S.R.L.
Organization address
address: via della Scrofa 117 contact info |
IT (ROMA) | participant | 12˙960.00 |
| 10 |
HALFEN GMBH
Organization address
address: LIEBIGSTRASSE 14 contact info |
DE (LANGEFELD) | participant | 11˙566.00 |
| 11 |
JRC -JOINT RESEARCH CENTRE- EUROPEAN COMMISSION
Organization address
address: Rue de la Loi 200 contact info |
BE (BRUSSELS) | participant | 10˙622.00 |
| 12 |
UNIVERZA V LJUBLJANI
Organization address
address: KONGRESNI TRG 12 contact info |
SI (LJUBLJANA) | participant | 9˙696.00 |
| 13 |
NATIONAL TECHNICAL UNIVERSITY OF ATHENS - NTUA
Organization address
address: HEROON POLYTECHNIOU 9 ZOGRAPHOU CAMPUS contact info |
EL (ATHINA) | participant | 8˙832.00 |
| 14 |
ISTANBUL TEKNIK UNIVERSITESI
Organization address
address: AYAZAGA KAMPUSU contact info |
TR (ISTANBUL) | participant | 8˙064.00 |
| 15 |
POLITECNICO DI MILANO
Organization address
address: PIAZZA LEONARDO DA VINCI 32 contact info |
IT (MILANO) | participant | 5˙760.00 |
| 16 |
LABORATORIO NACIONAL DE ENGENHARIA CIVIL
Organization address
address: AV DO BRASIL 101 contact info |
PT (LISBOA) | participant | 4˙997.00 |
| 17 |
TRUZZI PREFABBRICATI SRL
Organization address
address: VIA TRENTO TRIESTE 21 contact info |
IT (POGGIO RUSCO) | participant | 0.00 |
Mappa
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Obiettivo del progetto (Objective)
'The seismic behaviour of connections in precast construction systems has been largely recognized as a crucial matter to be addressed both by the industry sector and by the related research community. In spite of this situation, the complexity of the problem and the variety of inherent issues to be harmonizedly dealt with in proposing design procedures for connections and precast structures as a whole, have made it difficult so far to conceive self-sufficient solutions and approaches of general validity. Scope of SAFECAST is to give effective answers to this need of self-sufficient, harmonized solution of the problems of correct seismic design of joints and connections in precast structures. The innovative aspect of the project is the unified performance based perspective in which the problem of the characterization of the seismic behaviour of connections will be dealt with. Such complex problem, in fact, needs to be dealt with in a unified performance based framework, since when dimensioning and designing the system for an optimum performance under earthquake loading, all the other basic performance requirements, i.e. durability, deformability limits, energy dissipation…, are also to be taken into account and complied with. The proposed consortium represents a unique combination of countries joined by two peculiar characteristics: for all of them seismic loads play a fundamental role in the construction sector. Secondly, all partners are “concrete counties”, nations for which concrete is the main construction material. For these reasons, the immediate expected consequence of the proposed project is to improve competitiveness of precasting, as a sector, to promote a general increase in the quality and safety of constructions offered to the market and end-users in general, to enhance the contents of precast building solutions in terms of quality guarantee, performance optimization, reliability, safety in the event of an earthquake.'