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Buckling strength and failure time of Japanese cedar and larch glued laminated timber columns exposed to fire
被引:0
作者
:
Igarashi T.
论文数:
0
引用数:
0
h-index:
0
机构:
Graduate School of Sci. and Eng., Chiba Univ
Graduate School of Sci. and Eng., Chiba Univ
Igarashi T.
[
1
]
Ishii S.
论文数:
0
引用数:
0
h-index:
0
机构:
Taisei Advanced Center of Technology, Taisei Corporation
Graduate School of Sci. and Eng., Chiba Univ
Ishii S.
[
2
]
Yamashita H.
论文数:
0
引用数:
0
h-index:
0
机构:
Graduate School of Engineering, Chiba Univ.
Graduate School of Sci. and Eng., Chiba Univ
Yamashita H.
[
3
]
Baba S.
论文数:
0
引用数:
0
h-index:
0
机构:
Graduate School of Sci. and Eng., Chiba Univ
Baba S.
[
4
]
Someya T.
论文数:
0
引用数:
0
h-index:
0
机构:
Graduate School of Sci. and Eng., Chiba Univ
Someya T.
[
5
]
Hirashima T.
论文数:
0
引用数:
0
h-index:
0
机构:
Graduate School of Sci. and Eng., Chiba Univ
Hirashima T.
[
6
]
机构
:
[1]
Graduate School of Sci. and Eng., Chiba Univ
[2]
Taisei Advanced Center of Technology, Taisei Corporation
[3]
Graduate School of Engineering, Chiba Univ.
来源
:
Journal of Structural and Construction Engineering
|
2020年
/ 85卷
/ 770期
关键词
:
Buckling Strength;
Column;
Failure time;
Fire;
Load-bearing fire test;
Structural glued laminated timber;
D O I
:
10.3130/AIJS.85.639
中图分类号
:
学科分类号
:
摘要
:
This paper reports on results of load-bearing fire test of structural glued laminated timber columns with Japanese cedar and larch during not only heating phase but also cooling phase. The purpose of the tests was to confirm the properties of charring, the temperature distribution in the cross-section, the deformation behavior and the failure time. The failure time from the test result was compared with that of the calculated result by the buckling strength on the basis of tangent modulus theory and mechanical properties at high temperature in accordance with Eurocode5. © 2020 Architectural Institute of Japan. All rights reserved.
引用
收藏
页码:639 / 649
页数:10
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