Post-earthquake residual displacements of bilinear oscillators

Earthquake Engineering and Structural Dynamics

Volumn 26, Issue 7, 1997, Pages 701-716

  Macrae, G A ^a   Kawashima, K ^b  

^a UNIVERSITY OF WASHINGTON   (United States)

^b TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

Deflection; Design criteria; Residual displacement; Seismic response

Indexed keywords

DEFLECTION (STRUCTURES); DEFORMATION; DUCTILITY; DYNAMIC RESPONSE; ELASTICITY; OSCILLATORS (MECHANICAL); STIFFNESS; STRUCTURAL DESIGN;

DISPLACEMENT; SEISMIC RESPONSE; STIFFNESS RATIO;

EARTHQUAKE RESISTANCE;

DEFLECTION; EARTHQUAKE ENGINEERING; SEISMIC RESPONSE;

EID: 0031193627     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199707)26:7<701::AID-EQE671>3.0.CO;2-I     Document Type: Article

References (11)

1. R. Riddell and N. M. Newmark, 'Statistical analysis of the response of nonlinear systems subjected to earthquakes', Research Report, University of Illinois, Urbana, Illinois, 1979.
2. S. A. Mahin and V. V. Bertero, 'An evaluation of inelastic seismic response spectra', J. struct. div. ASCE, 107(9) (1981).
3. K. Kawashima, G. A. MacRae, K. Hasegawa, T. Ikeuchi and K. Oshima, 'Ductility of steel bridge Piers from dynamic loading tests', in Y. Fukumoto and G. Lee (eds), Stability and Ductility of Steel Structures under Cyclic Loading, CRC Press, Boca Raton, 1992.
4. G. A. MacRae, C. Hodge, M. J. N. Priestley and F. Seible, 'Route 5/405 separation. Shake table tests of as-built and retrofitted configuration', SSRP Report No. 94/16, Structural Systems Research Project, Department of Applied Mechanics and Engineering Sciences, University of California, San Diego, 246 pp., 1994.
5. K. Kawashima, K. Hasegawa and H. Nagashima, 'Experiment and analysis on seismic response of menshiri bridges', Proc. 1st US - Japan Workshop on Earthquake Protective Systems of Highway Bridges, National Centre for Earthquake Engineering Research, Buffalo, New York, U.S.A., 1991.
6. R. Meli and J. A. Avila, 'The Mexico earthquake of September 19, 1985 - analysis of building response', Earthquake spectra 5 (1), (1989).
7. Japan Road Association, 'Design Specifications for Road Bridges, Part V Seismic Design', 1990 (in Japanese).
8. K. Kawashima, K. Aizawa and K. Takabashi, 'Attenuation of peak ground motions and absolute acceleration response spectra', Report of the Public Works Research Institute, No. 116, 1985 (in Japanese).
9. G. A. MacRae and K. Kawashima, 'The seismic response of bilinear oscillators using Japanese earthquake records', J. res. public works res. inst., Vol. 30, Ministry of Construction, Japan, 1993.
10. G. A. MacRae, 'P-delta effects on single-degree-of-freedom structures in earthquakes', Earthquake spectra 10, 539-568 (1994).
11. M. J. N. Priestley, F. Seible and E. Calvi, Seismic Design and Retrofit of Bridges, Wiley, New York, 1996.