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Accession number;99A0228804
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| Title;Ultimate Behavior of Rectangular Steel Pier Base-to-Footing Connections Under Cyclic Load. |
| Author;
TAJIMA HITOSHI
(Metrop. Expressway Public Corp.)
HANNO HISAMITSU
(Metrop. Expressway Public Corp.)
FUJIWARA HIDEYUKI
(Topy Ind., Ltd.)
GOTO YOSHIAKI
(Nagoya Inst. of Technol., Fac. of Eng.)
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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.313-324(1999)
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| Figure&Table&Reference;FIG.16, TBL.4, REF.13 |
| Pub. Country;Japan |
| Language;Japanese |
| Abstract;A cyclic loading test was performed on a 1/3 scale model of a rectangular steel pier base-to-footing connection. From the experimental results, the maximum pier base moment and the corresponding rotational angle under cyclic loads decrease by 20% and 60%, respectively, compared with the results under monotonic loading. In the post peak range, however, the moment drop is small and the connection exhibits a stable behavior under cyclic loading. Based on the hysteretic behavior obtained by the experiment, a hysteretic model for a rectangular pier base connection was presented, following the procedure proposed by Goto et al. (author abst.) |
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