Lateral shear performance of traditional Taiwanese timber column with half and full-penentrating beam

Sok Yee Yeo; Akihisa Kitamori; Tsuyoshi Aoyama; Yu Lin Chung; Takuro Mori; Min Fu Hsu; Kohei Komatsu; Hiroshi Isoda

Lateral shear performance of traditional Taiwanese timber column with half and full-penentrating beam

Sok Yee Yeo, Akihisa Kitamori, Tsuyoshi Aoyama, Yu Lin Chung, Takuro Mori, Min Fu Hsu, Kohei Komatsu, Hiroshi Isoda

Department of Architecture

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

2 Citations (Scopus)

Abstract

The structural performance of the Taiwanese traditional timber frame is studied in order to clarify the effects of the column, beam and Dou region in the global frame. Cyclic horizontal loading test with constant vertical force was applied to the China Fir specimens. Results shown that the moment-resisting effect of the 'full-penetrating beam' tests is generally twice that of the 'half-penetrating beam' case. The material properties of structural members such as Dou and beam have critical impact on the overall performance of the timber frame. The Cha-Jiao member, a commonly neglected member, was found to have significant moment resistance in the 'pull-in' tests of the 'halfpenetrating beam' case. This study suggests that the Cha-Jiao member should be taken into consideration during structural evaluation in future.

Original language	English
Title of host publication	WCTE 2016 - World Conference on Timber Engineering
Publisher	Vienna University of Technology
ISBN (Electronic)	9783903039001
Publication status	Published - 2016 Aug
Event	2016 World Conference on Timber Engineering, WCTE 2016 - Vienna, Austria Duration: 2016 Aug 22 → 2016 Aug 25

Publication series

Name	WCTE 2016 - World Conference on Timber Engineering

Other

Other	2016 World Conference on Timber Engineering, WCTE 2016
Country/Territory	Austria
City	Vienna
Period	16-08-22 → 16-08-25

All Science Journal Classification (ASJC) codes

Forestry
Civil and Structural Engineering
Building and Construction
Architecture

Cite this

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title = "Lateral shear performance of traditional Taiwanese timber column with half and full-penentrating beam",

abstract = "The structural performance of the Taiwanese traditional timber frame is studied in order to clarify the effects of the column, beam and Dou region in the global frame. Cyclic horizontal loading test with constant vertical force was applied to the China Fir specimens. Results shown that the moment-resisting effect of the 'full-penetrating beam' tests is generally twice that of the 'half-penetrating beam' case. The material properties of structural members such as Dou and beam have critical impact on the overall performance of the timber frame. The Cha-Jiao member, a commonly neglected member, was found to have significant moment resistance in the 'pull-in' tests of the 'halfpenetrating beam' case. This study suggests that the Cha-Jiao member should be taken into consideration during structural evaluation in future.",

author = "Yeo, {Sok Yee} and Akihisa Kitamori and Tsuyoshi Aoyama and Chung, {Yu Lin} and Takuro Mori and Hsu, {Min Fu} and Kohei Komatsu and Hiroshi Isoda",

year = "2016",

month = aug,

language = "English",

series = "WCTE 2016 - World Conference on Timber Engineering",

publisher = "Vienna University of Technology",

booktitle = "WCTE 2016 - World Conference on Timber Engineering",

address = "Austria",

note = "2016 World Conference on Timber Engineering, WCTE 2016 ; Conference date: 22-08-2016 Through 25-08-2016",

}

Yeo, SY, Kitamori, A, Aoyama, T, Chung, YL, Mori, T, Hsu, MF, Komatsu, K & Isoda, H 2016, Lateral shear performance of traditional Taiwanese timber column with half and full-penentrating beam. in WCTE 2016 - World Conference on Timber Engineering. WCTE 2016 - World Conference on Timber Engineering, Vienna University of Technology, 2016 World Conference on Timber Engineering, WCTE 2016, Vienna, Austria, 16-08-22.

Lateral shear performance of traditional Taiwanese timber column with half and full-penentrating beam. / Yeo, Sok Yee; Kitamori, Akihisa; Aoyama, Tsuyoshi et al.
WCTE 2016 - World Conference on Timber Engineering. Vienna University of Technology, 2016. (WCTE 2016 - World Conference on Timber Engineering).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

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AU - Yeo, Sok Yee

AU - Kitamori, Akihisa

AU - Aoyama, Tsuyoshi

AU - Chung, Yu Lin

AU - Mori, Takuro

AU - Hsu, Min Fu

AU - Komatsu, Kohei

AU - Isoda, Hiroshi

PY - 2016/8

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N2 - The structural performance of the Taiwanese traditional timber frame is studied in order to clarify the effects of the column, beam and Dou region in the global frame. Cyclic horizontal loading test with constant vertical force was applied to the China Fir specimens. Results shown that the moment-resisting effect of the 'full-penetrating beam' tests is generally twice that of the 'half-penetrating beam' case. The material properties of structural members such as Dou and beam have critical impact on the overall performance of the timber frame. The Cha-Jiao member, a commonly neglected member, was found to have significant moment resistance in the 'pull-in' tests of the 'halfpenetrating beam' case. This study suggests that the Cha-Jiao member should be taken into consideration during structural evaluation in future.

AB - The structural performance of the Taiwanese traditional timber frame is studied in order to clarify the effects of the column, beam and Dou region in the global frame. Cyclic horizontal loading test with constant vertical force was applied to the China Fir specimens. Results shown that the moment-resisting effect of the 'full-penetrating beam' tests is generally twice that of the 'half-penetrating beam' case. The material properties of structural members such as Dou and beam have critical impact on the overall performance of the timber frame. The Cha-Jiao member, a commonly neglected member, was found to have significant moment resistance in the 'pull-in' tests of the 'halfpenetrating beam' case. This study suggests that the Cha-Jiao member should be taken into consideration during structural evaluation in future.

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M3 - Conference contribution

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Lateral shear performance of traditional Taiwanese timber column with half and full-penentrating beam

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All Science Journal Classification (ASJC) codes

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