FLEXURAL BEHAVIOR OF HIGH-STRENGTH RC COLUMNS CONFINED BY RECTILINEAR REINFORCEMENT-Reference-Cited by-同舟云学术

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FLEXURAL BEHAVIOR OF HIGH-STRENGTH RC COLUMNS CONFINED BY RECTILINEAR REINFORCEMENT

Published:1996 Issue:486 Volume:61 Page:95-106
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

Yuping SUN ¹,SAKINO Kenji¹,YOSHIOKA Tomokazu²

Affiliation:

1. Dept. of Architecture, Faculty of Eng., Kyushu Univ.

2. Research Institute, Toyo Const. Co. Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/61/486/61_KJ00004100469/_pdf

Reference42 articles.

1. 1) SAKINO K. J. Struct. Constr. Eng.. (1994) vol.No.461, p.95-104.

2. 2) American Concrete Institute. Building Code Requirements for Reinforced Concrete. American Concrete Inst.. (1989)

3. 3) AIJ. Standard for Structural Calculation of Reinforced Concrete Structures. (1985) p.8-13.

4. 4) AIJ. Structural Design Guidelines for Reinforced Concrete Buildings. (1994) p.146-157.

5. 5) PARK R. Proc. of ASCE. (1972) vol.96, no.ST7, p.1341-1359.

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1. FLEXURAL BEHAVIOR OF STEEL-TUBED REINFORCED ULTRA-HIGH STRENGTH CONCRETE COLUMNS UNDER CONSTANT AXIAL LOAD AND CYCLIC LATERAL LOAD;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-07-01

2. Seismic Damage and Behavior Assessment of Drift-Hardening Concrete Walls Reinforced by LBUHS Bars;Materials;2024-04-28

3. STRUCTURAL PERFORMANCE OF STEEL TUBE-ENCASED CONCRETE COLUMNS CONFINED BY CIRCULAR THIN STEEL TUBE;AIJ Journal of Technology and Design;2023-10-20

4. Evaluation of the Seismic Performance of Unbonded Post-Tensioned Precast Concrete Walls with Internal and External Dampers. II: Design Criteria and Numerical Research;Journal of Structural Engineering;2022-08

5. INFLUENCE OF ANCHORAGE DETAILING ON SEISMIC BEHAVIOR OF PRECAST CONCRETE WALLS REINFORCED WITH SBPDN REBARS;Journal of Structural Engineering B;2022

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