2004
DOI: 10.2208/jscej.2004.773_137
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Fatigue Strength Improvement of Beam-to-Column Connections With Box Section in Steel Bridge Frame Piers

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“…However, the stress and deflection can be adjusted by adjusting the rib shape. Vol.62, No.597(1996), pp.1998-2004. 木村護,プラスチック製品のリブ設計,デザイン学研究,Vol.79 (1990 No.411 (1980), pp.…”
mentioning
confidence: 99%
“…However, the stress and deflection can be adjusted by adjusting the rib shape. Vol.62, No.597(1996), pp.1998-2004. 木村護,プラスチック製品のリブ設計,デザイン学研究,Vol.79 (1990 No.411 (1980), pp.…”
mentioning
confidence: 99%