DEFORMATION CAPACITY OF DOG BONE TIMBER-STEEL HYBRID CONNECTIONS WITH BOTH SIDE FLANGES FIXED BY LAG SCREWS

Author:

SAITO Ryo1,HARADA Hiroaki2,TERAZAWA Yuki3,YAMAZAKI Yoshihiro4,HAYASHI Kenichi5,SAKATA Hiroyasu3,TAKEUCHI Toru3

Affiliation:

1. Former Tokyo Institute of Technology

2. NIKKEN SEKKEI

3. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology

4. Building Research Institute

5. Nippon Steel Engineering Co., Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference13 articles.

1. 1) Nonaka, S., Matsumoto, Y. and Fukuda Y.: Experiment of the timber connection using H-shaped steel members, Hokuriku branch Research Report, Architectural Institute of Japan, No. 46, pp. 57-60, 2003.7 (in Japanese) 野中卓, 松本芳紀, 福田萬: H 形鋼を用いた木造接合部の実験的研究, 日本建築学会北陸支部研究報告書 第 46 号, pp.57-60, 2003.7

2. 2) Miyamoto, S., Yamaguchi, N. and Miyazawa, K.: Development of Technology for Hybrid Timber Building Structures: Joints using H-section steel connecters, Journal of Structural Engineering B, Vol. 51B, pp. 521-530, 2005.3 (in Japanese) 宮本俊輔, 山口修由, 宮澤健二: 木質複合建築構造技術の開発: H 形鋼を用いた接合法, 構造工学論文集 B, 第 51B 巻, pp. 521-530, 2005.3

3. 3) Soda, S., Tsubata, S. and Miyazu Y.: Development of Joining Method of Wooden Rigid Frame using Drilled Light-H-Beam, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structure-III, pp.645-646, 2013.7 (in Japanese) 曽田五月也, 津畑慎哉, 宮津裕次: 有孔軽量 H 形鋼を用いた木質ラーメン柱梁接合方法の開発, 日本建築学会大会学術講演梗概集, 構造Ⅲ, pp.645-646, 2013.7

4. 4) Harada, H., Nakajima, S., Yamazaki, Y., Matsui, R., Hayashi, K., Sakata, H. and Takeuchi, T. : Rotational Stiffness and Bending Strength of Steel Connections in Timber Lattice Shell, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.83, No.746, pp.577-587, 2018.4 (in Japanese)

5. 5) Nakajima, S., Yamazaki, Y., Sakata, H., Takeuchi, T., Harada, H. and Hayashi, K., Rotational Stiffness of Steel Connections for Timber Lattice Shell in Negative Out-of-Plane and In-Plane Directions, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 84, No. 760, pp. 831-841, 2019. 6 (in Japanese)

Cited by 1 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. EXPERIMENTAL STUDY ON CYCLIC DEFORMATION CAPACITY AND FAILURE MODES OF BUCKLING-RESTRAINED BRACES WITH MASS TIMBER-RESTRAINERS;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-11-01

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