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

Author:

SHIOYA Shinichi1,OHTA Takao2,IJU Takahiro3

Affiliation:

1. Kagoshima University

2. Graduate School,Kagoshima University

3. Takenaka Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Cited by 2 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. 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

2. 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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