Stress softening of elastomers in hydrostatic tension. Aspects of cavitation damage in seismic bearings. ![]() Report 07-0012, MCEER, Buffalo, New York.ĭorfmann A, Burtscher SL (2000). Performance of Seismic Isolation Hardware Under Service and Seismic Loading. Seismic design criteria, Version 1.7.Ĭonstantinou MC, Whittaker AS, Kalpakidis Y, Fenz DM, Warn GP (2007). Sacramento, CA.Ĭalifornia Department of Transportation (2013). Bridge memo to designers (20-1) – Seismic design methodology. Practice Periodical on Structural Design and Construction, 10(3), 161–170.Ĭalifornia Department of Transportation (1999). Time-dependent behavior of continuous composite integral abutment bridges. COMPDYN 4th International Conference in Computational Methods in Structural Dynamics and Earthquake Engineering, Kos, Greece.Īrockiasamy M, Sivakumar M (2005). Seismic response of bridge abutments on surface foundation subjected to collision forces. ![]() Washington, DC.Īrgyroudis SA, Mitoulis SA, Pitilakis KD (2013). ![]() 6th ed., American Association of State Highway and Transportation Officials, with 2013 interim revisions.
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