Experimental study on flexural-shear behavior of mortise-tenon joint with dowel

被引：0

作者：

Structural Engineering Research Center, Tokyo Institute Technology, Japan ^{[1
]}

不详 ^{[2
]}

不详 ^{[3
]}

机构：

[1] Structural Engineering Research Center, Tokyo Institute Technology

[2] MISAWA HOMES CO., LTD.

[3] Department of Architecture, Faculty of Engineering, Tokyo City University

来源：

J. Struct. Constr. Eng. | 2012年 / 671卷 / 45-54期

关键词：

Analysis model; Bending moment-rotation relationship; Local compression characteristics; Mortise-tenon joint; Traditional wooden structure;

D O I：

10.3130/aijs.77.45

中图分类号：

学科分类号：

摘要：

In this paper, moment resisting behavior of mortise-tenon joint with dowel is examined. At first, bending tests for mortise-tenon joint are conducted. A hundred and eight specimens are tested, and their parameters are dimension of tenon, post, beam and dowel and tree species of members. In addition, evaluation rule for moment resisting performance of mortise-tenon joint is proposed. It is based on the result of local compression test of wooden materials. Moment - rotation relationship of connection can be calculated by solving simplified equation of equilibrium.

引用

页码：45 / 54

页数：9