A displacement-based approach for the seismic design of continuous concrete bridges

Earthquake Engineering and Structural Dynamics

Volumn 31, Issue 3, 2002, Pages 719-747

  Kowalsky, Mervyn J ^a  

^a North Carolina State University   (United States)

Author keywords

Bridges; Displacement based design; Limit states

Indexed keywords

ABUTMENTS (BRIDGE); DEFORMATION; EARTHQUAKE RESISTANCE; STRUCTURAL ANALYSIS; STRUCTURES (BUILT OBJECTS);

NON-LINEAR DEFORMATIONS;

CONCRETE BRIDGES;

BRIDGE; CONCRETE; DISPLACEMENT; EARTHQUAKE ENGINEERING; SEISMIC DESIGN; SEISMIC RESPONSE;

EID: 0036498247     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.150     Document Type: Article

References (16)

1. Displacement-based design of RC bridge columns in seismic regions
2. Direct displacement-based seismic design of concrete buildings
3. Inelastic response of reinforced concrete structures to earthquake motions
4. Steady forced vibrations as influenced by damping
5. Reinforced concrete response to simulated earthquakes
6. Deformation limit states and implications on design of circular RC bridge columns
7. Displacement based seismic design of multi-degree-of-freedom bridge structures
8. Substitute structure method for seismic design in R/C