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DYNAMIC RESPONSE OF A SPECIAL BRIDGE IN ROMANIA USING DIFFERENT TYPES OF SEISMIC ISOLATORS
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References12
Hambly E.C., Bridge deck behaviour, London, U.K., 1991, pp 135-156;
Bathe, K.J., Wilson, E.L., Numerical methods in finite element analysis , New York, U.S.A., 1976;
Wilson, E.L., Three-Dimensional Static and Dynamic analysis of structures, Berkeley, U.S.A., 2002;
Naeim, F., Kelly, J.M., Design of seismic isolated structures. From theory to practice, New York, U.S.A., 1999
T.U.C.E.B., Seismic design code P100-1 – Part I – Design provisions for buildings, Bucharest, Romania, 2013;
Paz, M., Leigh, W., Structural Dynamics. Theory and Computation, Massachusetts, U.S.A., 2004; International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org
Hambly E.C., Bridge deck behaviour, London, U.K., 1991, pp 135-156;
Bathe, K.J., Wilson, E.L., Numerical methods in finite element analysis , New York, U.S.A., 1976;
Wilson, E.L., Three-Dimensional Static and Dynamic analysis of structures, Berkeley, U.S.A., 2002;
Naeim, F., Kelly, J.M., Design of seismic isolated structures. From theory to practice, New York, U.S.A., 1999
T.U.C.E.B., Seismic design code P100-1 – Part I – Design provisions for buildings, Bucharest, Romania, 2013;
Paz, M., Leigh, W., Structural Dynamics. Theory and Computation, Massachusetts, U.S.A., 2004; International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org
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