Aspects of drift and ductility capacity of rectangular cantilever structural walls

Bulletin of the New Zealand National Society for Earthquake Engineering

Volumn 31, Issue 2, 1998, Pages 73-85

  Priestley, M J N ^a   Kowalsky, M J ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASPECT RATIO; DUCTILITY; REINFORCEMENT; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

DRIFT LIMITS; RECTANGULAR CANTILEVER WALLS;

WALLS (STRUCTURAL PARTITIONS);

EID: 0032089438     PISSN: 01100718     EISSN: None     Source Type: Journal    
DOI: 10.5459/bnzsee.31.2.73-85     Document Type: Article

References (8)

1. Paulay, T. and Priestley, M.J.N., (1993) Seismic Design of Concrete & Masonry Structures, John Wiley & Sons, New York, 744 pages.
2. Priestley, M.J.N., (1993) Myths & Fallacies in Earthquake Engineering - Conflicts Between Design & Reality, Bulletin NZNSEE, Vol. 26, No. 3, September, pp 329-341.
3. Priestley, M.J.N., Seible, F. and Calvi, E.M., (1996) Seismic Design & Retrofit of Bridges, John Wiley & Sons, New York, 686 pages.
4. SANZ - NZS4203:1993, Code of Practice for General Structural Design and Design Loadings for Buildings. Standards Association of New Zealand, Wellington.
5. SANZ - NZS3101:1995, Concrete Structures Standard (Parts 1 & 2), Standards Association of New Zealand, Wellington.
6. King, D., Priestley, M.J.N. and Park, R., (1986) Computer Programs for Concrete Column Design, Research Report 86/12, Department of Civil Engineering, University of Canterbury, New Zealand, May.
7. Paulay, T., (1997) A Review of Code Provision for Torsional Seismic Effects in Buildings, Bulletin NZNSEE, Vol. 30 No. 3, September, pp 252-263.
8. Priestley, M.J.N. and Calvi, G.M., (1997) Concepts and Procedures for Displacement-Based Design and Assessment, Bled, Slovenia, Proceedings of the Workshop on Seismic Design Methodologies for the Next Generation of Codes, June 24.