DURATION OF LOAD FACTOR FOR HYBRID TIMBER–STEEL BAR GLULAM BEAM UNDER BENDING LOAD

Author:

SHIOYA Shinichi1,SHIMIZU Yosuke2,SHOJI Hideo3

Affiliation:

1. Dept. of Architecture, Faculty of Engineering, Kagoshima University

2. Japan Housing and Wood Technology Center

3. Japan Testing Center for Construction Materials

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference16 articles.

1. 2) S. Shioya, T. Hira : Experimental investigation of Bending behavior of hybrid timber beams reinforced using steel bars subjected to cycle loading, AIJ Journal of Technology and Design Vol. 22, No. 50, pp. 73-76, 2016.2 (in Japanese)

2. 3) S. Shioya, et al. : An innovative hybrid timber structure in Japan: Performance of column and beam, Proceedings of World Conference on Timber Engineering WCTE 2016, Wien City, Austria, 2016

3. 4) T. Iju, S. Shioya, et al. : Hybrid timber-steel bar beams producing energy dissipation, and re-centering, Proceedings of the World Conference on Timber Engineering WCTE 2018, Seoul City, Republic of Korea

4. 5) Granholm, H. : Armerat Tra (Reinforced Timber). Chalmers Tekniska Hogskolas Handlingar, No. 154, p. 68-76, Gothenburg, Sweden, 1954.

5. 6) G. Lantos : Test Results on Mild Steel Reinforced Glulam Timber Beams, Civil Engineering Timber Feature, pp. 1261-1264, 1964.10

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

2. ESTIMATION METHOD OF MOMENT-CURVATURE RELATIONSHIP AND SHEAR CAPACITY OF FULL-SCALE STEEL BAR-TIMBER COMPOSITE BEAM;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-02-01

3. 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

4. CREEP BEHAVIOR OF HYBRID REBAR-GLULAM TIMBER BEAM UNDER LONG-TERM LOADING;Journal of Structural and Construction Engineering (Transactions of AIJ);2021-08-30

5. BENDING ELASTO-PLASTIC BEHAVIOR OF HYBRID GLULAM TIMBER COLUMN USING STEEL BARS AND EPOXY RESIN ADHESIVE (PART 2) : CALCULATIONS FOR RECTANGULAR-SECTION COLUMNS USING MULTI-SPRING MODEL;Journal of Structural and Construction Engineering (Transactions of AIJ);2021-04-30

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