A re-definition of the stiffness of reinforced concrete elements and its implications in seismic design

Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE)

Volumn 11, Issue 1, 2001, Pages 36-41

  Paulay, Tom ^a  

^a UNIVERSITY OF CANTERBURY   (New Zealand)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0002327291     PISSN: 10168664     EISSN: None     Source Type: Journal    
DOI: 10.2749/101686601780324287     Document Type: Article

References (7)

1. PAULAY, T. Seismic Design for Torsional Response of Ductile Buildings, Bulletin of the NZ Society for Earthquake Engineering, Vol. 29, No. 3, September, pp. 178-198, 1996.
2. PAULAY, T. A Review of Code Provisions for Torsional Seismic Effects in Buildings, Bulletin of the NZ Society for Earthquake Engineering, Vol. 30, No. 3, September, pp. 252-263, 1997.
3. PAULAY, T. Mechanism of Ductile Building Systems as affected by Torsion, Proceedings NZ Society for Earthquake Engineering, Technical Conference, Wairakei, pp. 11-118, 1998.
4. PRIESTLEY, M. J. N. Myths and Fallacies in Earthquake Engineering - Conflicts Between Design and Reality, American Concrete Institute (SP-157), Recent Development in Lateral Force Transfer in Buildings, pp. 231-25, 1995.
5. PARK, R. and PAULAY, T. Reinforced Concrete Structures, John Wiley and Sons, New York, pp. 769, 1975.
6. PRIESTLEY, M. J. N., and KOWALSKY, M. J. Aspects of Drift and Ductility Capacity of Rectangular Structural Walls, Bulletin of the NZ Society for Earthquake Engineering, Vol. 31, No. 2, pp. 73-85, 1997.
7. PAULAY, T. A Simple Displacement Comptability-based Design Strategy for Reinforced Concrete Buildings, Proceedings of the 12th World Conference on Earthquake Engineering, Paper No. 0062, 2000.