Effects of soil-structure interaction on longitudinal seismic response of MSSS bridges

Soil Dynamics and Earthquake Engineering

Volumn 20, Issue 1-4, 2000, Pages 231-242

  Saadeghvaziri, M A ^a   Yazdani Motlagh, A R ^a   Rashidi, S ^a  

^a NEW JERSEY INSTITUTE OF TECHNOLOGY   (United States)

Author keywords

Abutment; Impact; Longitudinal direction; Multi span simply supported bridges; Seismic response of bridges; Soil structure interaction

Indexed keywords

BRIDGE; SEISMIC RESPONSE;

BRIDGE; CONFERENCE PROCEEDING; EARTHQUAKE ENGINEERING; SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION;

DYNAMIC RESPONSE; SEISMOLOGY; SOIL STRUCTURE INTERACTIONS; STRUCTURAL ANALYSIS; SUPPORTS;

MULTI-SPAN SIMPLY SUPPORTED BRIDGES;

BRIDGES;

EID: 0034351288     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(00)00056-7     Document Type: Article

References (13)

1. NJDOT's bridge seismic retrofit program - A movement towards multi-year prioritization
2. Seismic design and retrofit issues for bridges in New Jersey
3. Evaluation of bridge abutment capacity and stiffness during earthquakes
4. Stiffnesses of abutments on spread footings with cohesionless backfill
5. Bridge abutments: Formulation of simple model for eartquake response analysis
6. Seismic design of highway bridge foundations design procedures and guidelines
7. Nonlinear response of MSSS bridge under longitudinal ground motion
8. Interpretation of large scale bridge abutment test results
9. DRAIN-2DX base program description and user guide