Seismic shear demand on wall segments of ductile coupled shear walls

Canadian Journal of Civil Engineering

Volumn 27, Issue 3, 2000, Pages 506-522

  Chaallal, O ^a   Gauthier, D ^a  

^a ÉCOLE DE TECHNOLOGIE SUPÉRIEURE   (Canada)

Author keywords

Coupled shear walls; Degree of coupling; Dynamic amplification factor; Force reduction factor for shear; Frequency content; Reinforced concrete; Seismic; Shear demand

Indexed keywords

BUILDING CODES; DUCTILITY; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; REINFORCED CONCRETE; SHEAR STRESS; STRUCTURAL DESIGN;

DYNAMIC AMPLIFICATION; FREQUENCY CONTENT; SEISMIC SHEAR DEMAND;

SHEAR WALLS;

SEISMIC RESPONSE; SHEAR STRESS; WALL;

EID: 0034209546     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l99-097     Document Type: Article

References (21)

1. Seismic response of flexibly supported coupled shear walls
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4. The effect of a weak foundation on the seismic response of cove wall type buildings
5. Seismic shear demand of ductile cantilever walls: A Canadian code perspective
6. Analysis of the full-scale seven-story reinforced concrete test structure: Test PSD3
7. U.S.-Japan cooperative research on RC full-scale building test - Part 5: Discussion on dynamic response system
8. Simulated seismic loading of spandrel beams
9. Coupling beams of RC shear walls
10. Behavior of RC structures predicted by finite element method
11. Ductility and detailing requirements of bearing wall buildings