Performance evaluation of base-isolated Yama-agé bridge with high damping rubber bearings using recorded seismic data

Engineering Structures

Volumn 23, Issue 8, 2001, Pages 902-910

  Chaudhary, Muhammad Tariq Amin ^a,c   Abé, Masato ^b   Fujino, Yozo ^b  

^a OBAYASHI CORPORATION   (Japan)

^b UNIVERSITY OF TOKYO   (Japan)

^c NONE   (Japan)

Author keywords

Base isolated bridge; High damping rubber bearings; Performance evaluation; Recorded seismic accelerographs; Soil structure interaction; System identification

Indexed keywords

BRIDGE BEARINGS; BRIDGES; PARAMETER ESTIMATION; SOIL STRUCTURE INTERACTIONS; STRUCTURAL ANALYSIS;

BASE ISOLATED BRIDGES; SEISMIC ACCELERATION;

EARTHQUAKE RESISTANCE;

BRIDGE; ENERGY DISSIPATION; PERFORMANCE ASSESSMENT; RUBBER; SEISMIC DESIGN; SOIL-STRUCTURE INTERACTION;

EID: 0035427493     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(00)00117-6     Document Type: Article

References (20)

1. Pullback testing of seismically isolated P/C I-girder bridge
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3. Field testing of bridges before and after retrofitting with seismic isolation bearings
4. Vibration test of a menshin designed multi-span continuous prestressed concrete bridge
5. Investigation of atypical seismic response of a base-isolated bridge
6. Examination of performance of menshin elevated highway bridges during Kobe earthquake
7. Analysis of the seismic response of Yama-agé bridge
8. System identification and performance evaluation of two base-isolated bridges using seismic records
9. A correlation coefficient for modal vector analysis
10. Structural identification using linear models and earthquake records
11. Observed behavior of seismically isolated buildings
12. Foundation vibrations
13. Stiffness of non-skew monolithic bridge abutments for seismic analysis