Does capacity design do the job? An examination of higher mode effects in cantilever walls

Bulletin of the New Zealand Society for Earthquake Engineering

Volumn 36, Issue 4, 2003, Pages 276-292

  Priestley, M J N ^a  

^a ROSE School   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

DUCTILITY; DYNAMIC RESPONSE; FAILURE (MECHANICAL); MODAL ANALYSIS; SEISMOLOGY; SPECTRUM ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN; STRUCTURAL LOADS; WALLS (STRUCTURAL PARTITIONS);

CANTILEVER WALLS; CAPACITY DESIGN; DYNAMIC AMPLIFICATION; MODAL RESPONSE SPECTRUM DESIGN; MODE EFFECTS; SEISMIC INTENSITY;

EARTHQUAKE RESISTANCE;

EID: 1542335740     PISSN: 11749857     EISSN: None     Source Type: Journal    
DOI: 10.5459/bnzsee.36.4.276-292     Document Type: Article

References (11)

1. Blakeley, R.W.G, Cooney, R.C., and Megget, L.M. (1975). Seismic Shear Loading at Flexural Capacity in Cantilever Wall Structures. Bulletin, New Zealand National Society for Earthquake Engineering, 8(4), pp 278-290.
2. Carr, A.J. (1998). Ruaumoko - A Program for Inelastic Dynamic Analysis. Dept. of Civil Engineering, University of Canterbury, Christchurch.
3. CEN, (1998). Eurocode 8-Design Provisions for Eathquake Resistance of Structures, ENV 1998-2. Comite Europeen de Normalization, Brussels.
4. Eibl, J. and Keintzel, E. (1998). Seismic Shear Forces in RC Cantilever Shear Walls. Proceedings, 9th World Conference on Earthquake Engineering, Paper 9-1-1, Tokyo-Kyoto.
5. IBC, (2000). International Building Code. International Code Council, Falls Church, Virginia.
6. NZS3101, (1995). Concrete Structures Standard. Part 1 - The Design of Concrete Structures, and Part 2-Commentary. Standards New Zealand, Wellington.
7. NZS4203, (1992). Code of Practice for General Structural Design and Design Loadings for Buildings. Vols 1 - Code of Practice - and - 2 - Commentary. Standards New Zealand, Wellington.
8. Park,R. and Paulay,T, (1975). Reinforced Concrete Structures, John Wiley and Sons, New York.
9. Priestley, M.J.N. (2000). Performance-Based Seismic Design. 12th World Conference on Earthquake Engineering - Keynote Address, Auckland. CD-ROM.
10. Priestley, M.J.N. (2003). Myths and Fallacies in Earthquake Engineering, Revisited. IUSS Press, Pavia.
11. Priestley, M.J.N. and Amaris, A.D. (2002). Dynamic Amplification of Seismic Moments and Shears in Cantilevers Walls. European School for Advanced Studies in Reduction of Seismic Risk. Research Dept. No. ROSE-2002/01, Pavia.