RESEARCH ON SEISMIC DESIGN METHOD FOR GLULAM FRAME STRUCTURE WITH TENSILE-BOLTED MOMENT RESISTING JOINTS - Proposal for a design method to estimate stiffness and strength of column - Base joints subject to axial force -; [引きボルト式集成材ラーメン構造の耐震設計法に関する研究‐軸力を考慮した柱脚接合部の剛性および耐力の推定方法の提案‐]

被引：0

作者：

Akiyama N. ^{[1
]}

Okamoto S. ^{[2
]}

Yamasaki Y. ^{[3
]}

Tsuchimoto T. ^{[3
]}

机构：

[1] Building Dept., NILIM, MLIT

[2] Faculty of Human Life Sci., Grad. School, Osaka City Univ.

[3] Building Research Institute, Osaka City Univ.

来源：

Journal of Structural and Construction Engineering | 2022年 / 87卷 / 793期

关键词：

Column-base joint; Design method; Glulam; Moment-resisting joint; Tensile bolted joint; Timber semi-rigid frame;

D O I：

10.3130/aijs.87.295

中图分类号：

学科分类号：

摘要：

The aim of this research is to establish a design method for the glulam frame structure with tensile-bolted moment resisting joints. In this paper, we proposed a calculation method of the stiffness and strength of column - base joints subject to axial force and conducted the bending test for the column-base joint subject to compressive axial load to grasp the failure modes and the characteristic values. From the comparison of the test values and the calculated values, we confirmed the validity of the proposed method. © 2022 Architectural Institute of Japan. All rights reserved.

引用

页码：295 / 306

页数：11

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