Hybrid isolation system for bridges using variable friction sliders

8th US National Conference on Earthquake Engineering 2006

Volumn 9, Issue , 2006, Pages 5180-5190

  Chaudhari, M D ^a   Goyal, Alok ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY BOMBAY   (India)

Author keywords

[No Author keywords available]

Indexed keywords

ENERGY DISSIPATION CAPACITIES; FREQUENCY CONTENTS; GROUND MOTIONS; HIGH DAMPING; HYBRID ISOLATION; INTENSITY LEVELS; ISOLATION DEVICES; ISOLATION SYSTEMS; LAMINATED RUBBER BEARINGS; OPERATIONAL LOADS; RESTORING FORCES; SEISMIC EVENT; SEISMIC INPUT; SEISMIC PERFORMANCE; SLIDING SURFACE; SLIDING SYSTEMS; VARIABLE FRICTIONS;

CIVIL ENGINEERING; DAMPING; ENGINEERING GEOLOGY; FRICTION; NONMETALLIC BEARINGS; SEISMOLOGY; STIFFNESS;

BEARINGS (STRUCTURAL);

EID: 84865849151     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

1. Chopra AK. 2001. Dynamics of Structures-Theory and Application to Earthquake Engineering, Prentice-Hall of India Pvt. Ltd: New Delhi.
2. Kelly JM. 1986. Aseismic base isolation: review and bibliography. Soil Dynamics and Earthquake Engineering; 5:202-216.
3. Kelly JM. 1999. The role of damping in seismic isolation. Earthquake Engineering and Structural Dynamics; 28(1):3-20.
4. Pranesh M, R Sinha. 2000. VFPI: an isolation device for aseismic design. Earthquake Engineering and Structural Dynamics; 29:603-627.
5. Priestley MJN, F Seible, GM Calvi. 1996. Seismic Design and Retrofit of Bridges; John Wiley and sons: New York.
6. Wang YP, LL Chung, WH Liao. 1998. Seismic response analysis of bridges isolated with friction pendulum bearings. Earthquake Engineering and Structural Dynamics; 27:1069-1093.
7. Yang YB, TY Lee, IC Tsai. 1990. Response of multi-degree-of-freedom structures with sliding supports; Earthquake Engineering and Structural Dynamics; 19:739-752.
8. Zayas VA, SS Low, SA Mahin. 1990. A simple pendulum technique for achieving seismic isolation. Earthquake Spectra; 6(2):317-333.