An estimation of displacement limits for ductile systems

Earthquake Engineering and Structural Dynamics

Volumn 31, Issue 3, 2002, Pages 583-599

  Paulay, Tom ^a  

^a UNIVERSITY OF CANTERBURY   (New Zealand)

Author keywords

Displacement capacity; Dual systems; Ductility; Reinforced concrete; Stiffness; Strength assignment

Indexed keywords

BUILDINGS; REINFORCED CONCRETE; SEISMIC WAVES; STRUCTURAL ANALYSIS;

DISPLACEMENT CAPACITY;

EARTHQUAKES;

BUILDING; DISPLACEMENT; DUCTILITY; EARTHQUAKE ENGINEERING; REINFORCED CONCRETE; SEISMIC RESPONSE; STRUCTURAL ANALYSIS;

EID: 0036498127     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.157     Document Type: Article

References (14)

1. Myth and fallacies in earthquake engineering-Conflicts between design and reality
2. Some design principles relevant to torsional phenomena in ductile buildings
3. Simplicity and confidence in seismic design
4. Aspects of drift and ductility capacity of rectangular structural walls
5. A re-definition of stiffness of reinforced concrete elements and its implications in seismic design
6. A simple displacement compatibility-based design strategy for reinforced concrete buildings
7. Torsional mechanisms in ductile building systems
8. A design procedure for interacting wall-frame structures under seismic actions
9. The capacity design of reinforced concrete hybrid structures for multistorey buildings
10. A seismic design strategy for Hybrid structures
11. Brief comments on elastic flexibility of reinforced concrete frames and significance in seismic design
12. Performance based seismic design