Energy dissipating shear key for precast concrete girder bridges

Scientia Iranica - Tập 18 - Trang 296-303 - 2011
A. Vasseghi1
1International Institute of Earthquake Engineering and Seismology, No. 21, Arghavan St., North Dibajee, Farmanieh, Tehran, Iran

Tài liệu tham khảo

“American Association of State Highway and Transportation Officials”, AASHTO LRFD Bridge Design Specifications, 3rd edition, Washington, DC (2004). “California Department of transportation Caltrans seismic design criteria”, Version 1.4., Sacramento, CA (2004). “Applied Technology Council Improved seismic design criteria for California bridges: provisional recommendations”, Report ATC-32, Redwood City, CA (1996). Skinner, 1975, Hysteresis dampers for earthquake-resistant structures, Earthquake Eng. Struct. Dyn., 3, 287, 10.1002/eqe.4290030307 Kelly, 1972, Mechanisms of energy absorption in special devices for use in earthquake resistant structures, Bull. N.Z. Nat. Soc. Earthquake Eng., 5, 63, 10.5459/bnzsee.5.3.63-88 Ciampi, V. and Marioni, A. “New types of energy dissipating devices for seismic protection of bridges”, 3rd World Congress on Joint Sealing and Bearing Systems for Concrete Structures, Toronto, Canada (1991). Marioni, A. “Development of a new type of hysteretic damper for the seismic protection of bridges”, IV World Congress on Joint Sealing and Bearing Systems for Concrete Structures, Sacramento, USA (1996). Genda, 2001, Experimental characterization of metallic dampers for seismic retrofit of highway bridges, Journal of the Transportation Research Board, 1770, 124, 10.3141/1770-16 Aiken, 1993, Testing of passive energy dissipation systems, Earthquake Spectra, 9, 335, 10.1193/1.1585720 Dargush, 1995, Behavior of metallic plate dampers in seismic passive energy dissipation systems, Earthquake Spectra, 11, 545, 10.1193/1.1585827 Tyler, 1978, Tapered steel energy dissipators for earthquake resistant structures, Bulletin of New Zealand National Society for Earthquake Engineering, 11, 282, 10.5459/bnzsee.11.4.282-294 Bergman, D.M. and Goel, S.C. “Evaluation of cyclic testing of steel-plate devices for added damping and stiffness”, Report No. UMCE 87-10, University of Michigan, Ann Arbor, MI (1987). Whittaker, A., Bertero, V., Thompson, C. and Alonso, J. “Earthquake simulator tests of steel plate added damping and stiffness elements”, Report No. UCB/EERC 89-02, Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, CA (1989). Whittaker, 1991, Seismic testing of steel plate energy dissipation devices, Earthquake Spectra, 7, 563, 10.1193/1.1585644 Xia, 1992, Influence of ADAS element parameters on building seismic response, J. Struct. Eng., 118, 1903, 10.1061/(ASCE)0733-9445(1992)118:7(1903) Tsai, 1993, Design of steel triangular plate energy absorbers for seismic-resistant construction, Earthquake Spectra, 9, 505, 10.1193/1.1585727 Yibakov, 1999, Optimal design of ADAS damped MDOF structures, Earthquake Spectra, 15, 317, 10.1193/1.1586043 Martinez-Romero, 1993, Experiences on the use of supplemental energy dissipators on building structures, Earthquake Spectra, 9, 581, 10.1193/1.1585731 Perry, 1993, Seismic upgrade in San Francisco using energy dissipation devices, Earthquake Spectra, 9, 559, 10.1193/1.1585730 Fierro, 1993, San Francisco retrofit design using added damping and stiffness (ADAS) elements’, Proceedings of the ATC-17-1 Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, 2, 593 Wen, 1976, Method of random vibration of hysteretic systems, J. Eng. Mech. Divi., 102, 249, 10.1061/JMCEA3.0002106