RCIMPACT

Numerical and Experimental Investigation of Reinforced Concrete Structures Subjected to Impact Loads

 Coordinatore IZMIR INSTITUTE OF TECHNOLOGY 

 Organization address address: Gulbahce URLA
city: IZMIR
postcode: 35430

contact info
Titolo: Prof.
Nome: Ozgur
Cognome: Egilmez
Email: send email
Telefono: 902328000000
Fax: 902328000000

 Nazionalità Coordinatore Turkey [TR]
 Totale costo 100˙000 €
 EC contributo 100˙000 €
 Programma FP7-PEOPLE
Specific programme "People" implementing the Seventh Framework Programme of the European Community for research, technological development and demonstration activities (2007 to 2013)
 Code Call FP7-PEOPLE-2007-4-3-IRG
 Funding Scheme MC-IRG
 Anno di inizio 2008
 Periodo (anno-mese-giorno) 2008-08-01   -   2012-07-31

 Partecipanti

# participant  country  role  EC contrib. [€] 
1    IZMIR INSTITUTE OF TECHNOLOGY

 Organization address address: Gulbahce URLA
city: IZMIR
postcode: 35430

contact info
Titolo: Prof.
Nome: Ozgur
Cognome: Egilmez
Email: send email
Telefono: 902328000000
Fax: 902328000000

TR (IZMIR) coordinator 0.00

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structures    subjected    resistant    impact    experimental    loads    reinforced   

 Obiettivo del progetto (Objective)

'The analysis and design of reinforced concrete structures against extreme loads, such as earthquakes, blasts, and impacts, has been an objective of many researchers and designers. As a result of recently elevated terror threat levels in the world, demand for the impact resistant design of buildings has increased. Numerous studies have been conducted to-date for understanding and developing methodologies predicting the behaviour of RC structures under impact loads. The proposed project aims to develop a nonlinear finite element analysis program for the analysis of reinforced concrete structures subjected to impact loads. The program to be developed will employ high-level state-of-the-art reinforced concrete modeling techniques. A well-instrumented experimental study will be conducted for corroboration, involving reinforced concrete slabs subjected to impact loads at the centre. Results of the experimental program will also be used for the critical evaluation of the current impact resistant design practices.'

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