A STUDY ON SHEAR PERFORMANCE OF CLT CONNECTION USING DRIFT PINS AND INSERT-STEEL GUSSET PLATE-Reference-Cited by-同舟云学术

A STUDY ON SHEAR PERFORMANCE OF CLT CONNECTION USING DRIFT PINS AND INSERT-STEEL GUSSET PLATE

Published:2018 Issue:754 Volume:83 Page:1811-1820
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:

NAKATSUJI Kyosuke¹,YAMAZAKI Yoshihiro²,SAKATA Hiroyasu²,TOBA Nobuaki³,NONAKA Yuki⁴

Affiliation:

1. KAJIMA Corporation

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

3. Meiken Lamwood corporation

4. New Constructor's Network Co., Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/83/754/83_1811/_pdf

Reference2 articles.

1. 5) T., Uibel and H. J., Blab : Load Carrying Capacity of Joints with Dowel Type Fasteners in Solid Wood Panels, CIB-W18 Meeting Thirty-Nine, 2006.8

2. 8) Nakashima, S., et al. : Estimate Failure Criteria for Dowel Type Connection with CLT, EASEC-15, 2017.10

Cited by 3 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. DEVELOPMENT OF STEEL PLATE-BOLT JOINT SYSTEM FOR CLT HYBRID STRUCTURES: STRUCTURAL PERFORMANCE EVALUATION AND COMPONENT-LEVEL EXPERIMENT;AIJ Journal of Technology and Design;2024-02-20

2. Analysis and test of stiffness of bolted connections in timber structures;Construction and Building Materials;2021-10

3. ESTIMATION OF INITIAL STIFFNESS, YIELD LOAD, AND ULTIMATE LOAD FOR THE CLT DRIFT PINNED CONNECTION WITH STEEL INSERTED PLATE AND EXPERIMENTAL VERIFICATION;Journal of Structural and Construction Engineering (Transactions of AIJ);2021-05-30