EVALUATION OF LOAD SHARING RATE FOR DECKS AND MAIN GIRDERS OF COMPOSITE TWO BOX GIRDERS THAT RECEIVE LATERAL LOAD
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- SUGIYAMA Hiroki
- 阪神高速道路株式会社 建設事業本部 神戸建設部
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- YOSHIDA Takayuki
- 阪神高速道路株式会社 建設事業本部 神戸建設部
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- NISHIDA Yasuto
- 阪神高速道路株式会社 建設事業本部 神戸建設部
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- YOSHIHARA Mizuki
- 阪神高速道路株式会社 管理本部 大阪保全部
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- SASAKI Tatsuo
- 大日本コンサルタント(株) インフラ技術研究所
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- MIYATA Shuta
- 大日本コンサルタント(株) インフラ技術研究所
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- NAKAMURA Taro
- 大日本コンサルタント(株) 技術部
Bibliographic Information
- Other Title
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- 横荷重を受ける合成2主箱桁の床版及び主桁に対する荷重分担率の評価
Abstract
<p> From the revision of the Specifications for Highway Bridges in 2017, it was required to consider Level 2 earthquake ground motion for the Verification of the decks. In the calculation example corresponding to the Specifications for Highway Bridges, the verification result was shown when the deck bears 100% of the sectional force generated in the superstructure This design method may be significantly more unreasonable than the previous design method. In this study, partial FE analysis was performed using a solid element for the reinforced concrete deck and a shell element for the main girder. At the same time, a frame analysis using fiber elements was performed. Based on the analysis results, it was confirmed that the decks and the main girders were integrated to resist the lateral load. Then, the load sharing rate was evaluated.</p>
Journal
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- Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
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Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 78 (4), I_321-I_333, 2022
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390293568073524096
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- ISSN
- 21854653
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
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- Abstract License Flag
- Disallowed