NUMERICAL & EXPERIMENTAL STUDIES SINCE 1989

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Inelastic behaviours of steel framed structures subjected to seismic loads have been carried out since 1989. This page introduces some experimental results of frame components with variable cross-section.

Beam-to-column connection under cyclic loading [1990] �@ (In Japanese)

Pseudo dynamic testing frame [1991]

Columns with variable cross-sections under cyclic loading [1993] (In English) (In Japanese)

Portal frames with variable cross-sections under cyclic loading [1995-96]

Columns with tapered base part under cyclic loading [1997-98]