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Accession number;99A0228796
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| Title;Local Stress and Fatigue Behavior of Reinforcement Structure Underneath a Pinned Anchor of Hanger for a Box-Type Suspension Bridge. |
| Author;
OHASHI HARUKAZU
(Honshu-Shikoku Bridge Auth.)
MIKI CHITOSHI
(Tokyo Inst. of Technol. Fac. of Eng.)
HIGUCHI KOZO
(Honshu-Shikoku Bridge Auth.)
ONO SHUICHI
(Jpn. Constr. Method and Mach . Res. Inst.)
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Journal Title;Proceedings of JSCE (Japan Society of Civil Engineers)
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Journal Code:F0028A
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ISSN:0289-7806
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VOL.;NO.612;PAGE.215-227(1999)
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| Figure&Table&Reference;FIG.19, TBL.2, REF.6 |
| Pub. Country;Japan |
| Language;Japanese |
| Abstract;This study is to investigate local stress and fatigue behavior of a pinned anchor to deck welded joint and the reinforcement structure underneath for a box-type suspension bridge. Concentrated loads are transmitted from the pinned anchor to members consiting box girder. In order to avoid the weld lines crossing, scallops are made at the intersection where stress concentration occurs. For verifying the fatigue strength and to find better structured details, fatigue tests and static loading tests were conducted for a pin connection detail on full-scale specimens of a anchor structure in order to verify the weak point and the fatigue strength under the ordinary load condition and the wind load condition. (author abst.) |
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