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- W2064932669 abstract "高強度鋼が保有する鋼材性能の有効活用による合成I桁橋の長支間化を目指し，まず，高強度鋼を用いた合成I桁の正曲げ実験を実施して，破壊モードと曲げ耐荷力について考察した．次に，実験供試体を対象としたFEM解析を行い，実験結果との比較によりその妥当性を検証した．さらに，実験結果，および鋼材強度とコンクリート強度に着目したパラメトリック解析結果に基づき，破壊モードが床版の圧壊に支配される場合の曲げ耐荷力の低減式を提案し，高強度鋼を用いて塑性化を考慮した合成I桁の曲げ耐荷力特性を明らかにした．" @default.
- W2064932669 created "2016-06-24" @default.
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- W2064932669 date "2009-01-01" @default.
- W2064932669 modified "2023-09-24" @default.
- W2064932669 title "STUDY ON CHARACTERISTICS OF BENDING RESISTANCE TO COMPOSITE I-GIRDERS USING HIGH STRENGTH STEELS ALLOWING FOR YIELDING" @default.
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- W2064932669 doi "https://doi.org/10.2208/jsceja.65.151" @default.
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