A comparative assessment of R/C structures designed to the 1995 Eurocode 8 and the 1985 CEB seismic code

Structural Design of Tall Buildings

Volumn 6, Issue 1, 1997, Pages 59-83

  Kappos, Andreas J ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CODES (STANDARDS); COSTS; DUCTILITY; DYNAMIC RESPONSE; EARTHQUAKES; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; TALL BUILDINGS; WALLS (STRUCTURAL PARTITIONS);

DRIFT CONTROL; EUROCODE; INELASTIC RESPONSE; REINFORCED CONCRETE TEN STOREY BUILDING; SEISMIC CODE;

STRUCTURAL DESIGN;

EID: 0031098229     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-1794(199703)6:1<59::AID-TAL85>3.0.CO;2-8     Document Type: Review

References (12)

1. CEN Techn. Comm. 250/SC8, 'Eurocode 8: earthquake resistant design of structures - Part 1: General rules (ENV 1998-1-1/2/3)', CEN, Brussels, Belgium, 1995.
2. CEB (Comité Euro-international du Béton), 'Model code for seismic design of concrete structures', CEB Bull d' Inf., Paris, 165, 1985.
3. CEB Task Group III/6, 'Behavior and analysis of reinforced concrete structures under alternate actions inducing inelastic response - Vol. 2: Frame members', CEB Bull, d' Inf., Lausanne, 220, 1994.
4. A. J. Kappos, K. Antoniades and D. Konstantinides, 'Seismic behaviour evaluation of R/C Buildings designed to the Eurocode 8', Proc. 2nd Int. Conf. on Eartquake Resistant Construction and Design, Technical University of Berlin, Germany, June 1994, Balkema, Vol. 2, pp. 881-888.
5. G. Faella and R. Realfonzo, 'Inelastic response and damage indices of R/C frames designed according to Eurocode 8', Proc. 10th European Conf. on Earthquake Engineering, Vienna, Austria, August-September 1994, Balkema, Vol. 2, pp. 971-576.
6. CEC (Commission of the European Communities), 'Eurocode No. 8: structures in seismic regions-Design-Part 1: General and building' (May 1988 edition). Report EUR 12266 EN, Luxembourg, 1989.
7. A. J. Kappos, 'Analytical prediction of the collapse earthquake for R/C buildings: case studies', Earthquake Engng Struct. Dynamics, 20 (2), 177-190 (1991).
8. G. G. Penelis and A. J. Kappos, Earthquake-resistant Concrete Structures, E FN SPON (Chapman Hall), London, 1997.
9. A. J. Kappos, 'Analytical prediction of the collapse earthquake for R/C buildings: suggested methodology', Earthquake Engng Struct. Dynamics, 20(2), 167-176 (1991).
10. C. G. Karayannis, B. A. Izzudin and A. S. Elnashai, 'Application of adaptive analysis to reinforced concrete frames' J. Struct. Engng, ASCE, 120(10), 2935-2957 (1994).
11. M. J. N. Priestly, R. Verma and Y. Xiao, 'Seismic shear strength of reinforced concrete columns', J. Struct. Engng, ASCE, 120(8), 2310-2329 (1994).
12. T. Paulay and M. J. N. Priestley, Seismic Design of Reinforced Concrete and Masonry Buildings, Wiley, New York, 1992.