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| Special Features: Design Technology of Steel and Concrete Hybrid Structures | ||
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| Special Features: Design Technology of Steel and Concrete Hybrid Structures | ||
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| REVIEW | ||
Recent Trends of Design Technology for Railway Steel-Concrete Hybrid Structures
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| T.SATO, I.SUGIMOTO (1) | ||
| PAPERS | ||
| Evaluation Method of Shear Capacity of Steel Reinforced Concrete Beam Considering Shear Span Effective Height Ratio and Support Condition
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| Y.NAKATA, K.WATANABE, T.TADOKORO, M.OKAMOTO, M.IKEDA (5) | ||
| Evaluation of Deformation Performance and Flexural Strength of Steel Reinforced Concrete Column Using High-Strength Materials
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| M.OKAMOTO, J.OKUNISHI, S.HORI (11) | ||
| Evaluation of Flexural-Load Capacity for Composite Member with Considering Initial Stress of Fabricated Steel at the Concrete Casting
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| Y.KAWAMURA, Y.NAKATA, M.OKAMOTO, C.AOKI, M.IKEDA (17) | ||
| Evaluation Method of Bending Capacity and Ductility of Concrete Filled Steel Tube Members with Small Shear-span Ratio
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| C.AOKI, M.IKEDA, M.SAITO, Y.BANDAI, N.YOSHIDA (23) | ||
| Evaluation of Bending Capacity and Ductility of Concrete-Filled Circular Steel Tube Members Using High-strength Materials
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| M.SAITO, M.IKEDA, Y.BANDAI, N.YOSHIDA (29) | ||
| Improvement of Evaluation Method of Load Carrying Capacity of Beam-to-Column Insert Joint
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| M.IKEDA, M.FUKUMOTO, N.TANIGUCHI (35) | ||
| REVIEWS | ||
| A Trial Design and Evaluation of Steel-Concrete Hybrid Structures Applying a Comparative Design between the Revised Design Standard and the Current One
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| H.UEMURA, M.SAITO, K.YAMASHITA, S.HORI, Y.NISHIKAWA, N.TANIGUCHI (41) | ||
| A Comparison between the Revised Design Standard and the Current One for Various Types of Joint Panel
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| M.FUKUMOTO, K.WADA, M.IKEDA, I.SUGIMOTO, N.TANIGUCHI (47) | ||
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