Seismic upgrading of RC buildings by steel eccentric braces: Experimental results vs numerical modeling

Proceedings of the 5th International Conference on Behaviour of Steel Structures in Seismic Areas - Stessa 2006

Volumn , Issue , 2006, Pages 809-814

  D'Aniello, M ^a   Della Corte, G ^a   Mazzolani, F M ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING MATERIALS; CONCRETE BUILDINGS; REINFORCED CONCRETE; SEISMOLOGY; STEEL; STEEL CONSTRUCTION; STEEL STRUCTURES; STRUCTURAL PROPERTIES;

CAPACITY DESIGNS; END CONNECTIONS; FULL SCALES; INELASTIC RESPONSES; NUMERICAL MODELING; NUMERICAL MODELS; RC BUILDINGS; RC STRUCTURES; REINFORCED CONCRETE STRUCTURES; SEISMIC UPGRADING; VERTICAL SHEARS;

STRUCTURAL DESIGN;

EID: 56249104483     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

1. Della Corte, G. & Mazzolani, F.M., 2006. Full-scale tests of advanced seismic upgrading techniques for RC structures. Proceedings of the 2nd fib Congress, Naples, Italy, 5-8 June.
2. Engelhardt, M.D. & Popov, E.P. On Design of Eccentrically Braced Frames. Earthquake Spectra, vol. 5, No. 3, 495-511, 1989.
3. Mazzolani, F.M., Della Corte, G. & Faggiano, B., 2004. Seismic Upgrading of RC Buildings by means of Advanced Techniques: the ILVA-IDEM Project. Proceedings of the 13th World Conference on Earthquake Engineering, Canada.
4. Popov, E.P & Engelhardt, M.D., 1988. Seismic Eccentrically Braced Frames. Journal of Construction and Steel Research, (10) 321-354.
5. Ricles, J.M. & Popov, E.P., 1994. Inelastic Link Element for EBF Seismic Analysis. Journal of Structural Engineering, vol. 120, No. 2, 441-463.