Application of uniform hazard spectra in seismic design of multistorey buildings

Canadian Journal of Civil Engineering

Volumn 27, Issue 3, 2000, Pages 563-580

  Humar, J L ^a   Rahgozar, M A ^a  

^a CARLETON UNIVERSITY   (Canada)

Author keywords

Base overturning moment reduction factor; Base shear adjustment factor; Higher mode effects; Seismic design base shear; Uniform hazard spectra

Indexed keywords

BUILDING CODES; EARTHQUAKE RESISTANCE; ELASTICITY; SHEAR STRESS; STRUCTURAL DESIGN;

OVERTURNING MOMENT; UNIFORM HAZARD SPECTRA;

TALL BUILDINGS;

MULTISTOREY BUILDING; SEISMIC DESIGN;

EID: 0034209602     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l99-045     Document Type: Article

References (16)

1. Compatible ground-motion time histories for new national seismic hazard maps
2. Evaluation of building code formulas for earthquake forces
3. Elastic earthquake response of building frames
4. Seismic shear demand of ductile cantilever walls: A Canadian code perspective
5. Foundation factors for seismic design
6. Evaluation of the seismic response factor introduced in the 1985 edition of the National Building Code of Canada
7. Seismic design provisions based on Uniform Hazard Spectral curves
8. Application of inelastic response spectra derived from seismic hazard spectral ordinates for Canada
9. Ductility and strength demands for building structures subjected to earthquake forces
10. Accounting for overstrength in seismic design of concrete building structures
11. Accounting for overstrength in seismic design of steel structures
12. Dynamic response of ground-excited building frames