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  1. 1

    Test on full-scale three-storey steel moment frame and assessment of ability of numerical simulation to trace cyclic inelastic behaviour. por Nakashima, Masayoshi

    Artigo

    Test on full-scale three-storey steel moment frame and assessment of ability of numerical simulation to trace cyclic inelastic behaviour.
  2. 2

    Generic frame model for simulation of earthquake responses of steel moment frames. por Nakashima, Masayoshi

    Artigo

    Generic frame model for simulation of earthquake responses of steel moment frames.

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