Effect of deck and support stiffness on seismic response of slab-girder bridges

Engineering Structures

Volumn 24, Issue 2, 2002, Pages 219-226

  Maleki, S ^a  

^a BRADLEY UNIVERSITY   (United States)

Author keywords

Bridge; Bridge deck; Cross frame; Elastomeric bearing; Seismic analysis; Slab girder

Indexed keywords

BEARINGS (MACHINE PARTS); EARTHQUAKE EFFECTS; SEISMOLOGY; STIFFNESS; VIBRATIONS (MECHANICAL);

ELASTOMERIC BEARINGS;

CONCRETE BRIDGES;

BRIDGE; DECK; GIRDER; SEISMIC RESPONSE; STIFFNESS; SUPPORT STRUCTURE; VIBRATION;

BRIDGE; BRIDGE CONSTRUCTION; SEISMIC RESPONSE; STIFFNESS; SUPPORT; VIBRATION;

EID: 0036468080     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(01)00084-0     Document Type: Article

References (11)

1. Seismic performance of steel bridges during the 1994 Northridge earthquake
2. Effect of modeling assumptions and input motion characteristics on seismic design parameters of RC bridge piers
3. Flexibility of superstructures and supports in the seismic analysis of simple bridges
4. Impact of diaphragms on seismic response of straight slab-on-girder bridges
5. Ductile end diaphragms for seismic retrofit of slab-on-girder steel bridges
6. Effect of elastomeric bearings on seismic response of skewed bridges
7. Finite element analysis of steel girder highway bridges