CREEP BEHAVIOR OF HYBRID REBAR-GLULAM TIMBER BEAM UNDER LONG-TERM LOADING

Author:

SHIOYA Shinichi1,FUKUDOME Kanta2,MATSUOKA Nao3

Affiliation:

1. Kagoshima University

2. Takenaka Corporation

3. Graduate School, Kagoshima University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. BURNING TEST OF STEEL BAR-TIMBER COMPOSITE BEAMS UNDER LOADING FOR 60-MINUTE SEMI-FIREPROOF;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-09-01

2. CORRELATION BETWEEN AXIAL FORCE AND BENDING CAPACITY OF STEEL BAR-TIMBER COMPOSITE COLUMN;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-08-01

3. BENDING STIFFNESS, YIELD MOMENT, AND BENDING CAPACITY OF STEEL BAR-TIMBER COMPOSITE BEAM UNDER HIGH-TEMPERATURES;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-03-01

4. STRUCTURAL PERFORMANCE OF PRECAST PRESTRESSED CONCRETE BEAMS REINFORCED WITH GLULAM TIMBER;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-10-01

5. CREEP BEHAVIOR AT HIGH TEMPERATURE OF HYBRID REBAR-GLULAM TIMBER BEAM UNDER LONG-TERM LOADING;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-01-30

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