Earthquake response of ten-story story-drift-controlled reinforced concrete frames with hysteretic dampers

Author:

Oviedo A. Juan Andrés,Midorikawa Mitsumasa,Asari Tetsuhiro

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference30 articles.

1. Earthquake engineering: from engineering seismology to performance-based engineering;Bozorgnia,2004

2. Wada A, Nakashima M. From infancy to maturity of buckling-restrained braces research. In: Proceedings of the 13th world conference on earthquake engineering. Vancouver (Canada); 2004.

3. Oviedo A JA, Midorikawa M, Asari T. Optimum strength ratio of buckling-restrained braces as hysteretic energy dissipation devices installed in R/C frames. In: Proceedings of the 14th world conference on earthquake engineering. Beijing (China): 2008.

4. Optimum strength ratio of hysteretic energy dissipating devices in R/C frames;Oviedo A;J Struct Eng AIJ,2008

5. Optimum strength ratio of hysteretic damper;Inoue;Earthq Eng Struct Dyn,1998

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