Crack width and steel stress estimation in critical regions of R.C. frames with smooth rebars

Keep Concrete Attractive - Proceedings of the fib Symposium 2005

Volumn 2, Issue , 2005, Pages 823-828

  Fabbrocino, Giovanni ^a   Verderame, Gerardo Mario ^b   Polese, Maria ^b  

^a UNIVERSITY OF MOLISE   (Italy)

^b UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETES; CRACKS; NUMERICAL METHODS; REINFORCEMENT;

BEAM-TO-COLUMN JOINTS; BEHAVIOURAL MODEL; EXPERIMENTAL TEST; NUMERICAL EXPERIMENTAL; RESIDUAL PERFORMANCE; SMOOTH REINFORCEMENT; STRUCTURAL ENGINEER; STRUCTURAL EVALUATION;

TESTING;

EID: 85009286633     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. CEB-FIP Model Code 1990, (1991),"Design Code", Comite Euro-International du Beton.
2. Eurocode 8 (2004) "Design of structures for earthquake resistance-Part 3: Assessment and retrofitting ofbuildings", Draft No 7, June.
3. Fabbrocino G, Verderame G.M, Manfredi G, Cosenza E, (2004). "Structural models of critical regions in old-Type r.c. frames with smooth rebars", Engineering Structures, Volume 26, Issue 14, Pages 2037-2230.
4. Fabbrocino, G, Verderame, G.M, Manfredi, G, Cosenza, E, (2002a), "Experimental behaviour of smooth bars anchorages in existing r.c. buildings", ji.b 2002 Osaka Congress, Osaka, Japan, paper W-463.
5. Fabbrocino G, Verderame G.M, Manfredi G, Cosenza E, (2002b), "Experimental Response And Behavioural Modelling of Anchored Smooth Bars In Existing RC Frames", Bond in Concrete-froni research to standards, Budapest.
6. Popov, E.P. (1984), "Bond and Anchorage of Reinforcing Bars under Cyclic Loading", ACI Structural Journal.