Hiroyuki Takenouchi scite author profile

Practical repairing methods for fatigue damage in cross bracing connections in steel girder bridges are studied experimentally. Fatigue cracks initiated in the welded joint between upper flange of longitudinal girder and transverse stiffener to which cross bracing is connected. Various repairing methods are examined and the increasing weld size with TIG dressing is proposed as one of the most suitable repairing method.

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Mechanism for Developing Local Stress at the Connection Details in Steel Bridge Structures

Tateishi¹,

Takenouchi²,

Miki³

1995

Doboku Gakkai Ronbunshu

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A Real Scale Experimental Study on Dynamic Soil Spring Characteristics in Axial Direction for Buried Pipeline

Shimamura

Takenouchi

Miki

et al. 1999

Doboku Gakkai Ronbunshu

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Retrofitting Works for Fatigue Cracks at Floor Beams of Steel Truss Bridges

Takenouchi¹,

Tanikura²,

Ohtani³

et al. 1997

Doboku Gakkai Ronbunshu

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