Effect of tension stiffening on the design of continuous composite girders for railways

Nozomu Taniguchi; Masato Nakahara; Manabu Ikeda; Teruhiko Yoda

Effect of tension stiffening on the design of continuous composite girders for railways

Nozomu Taniguchi^*, Masato Nakahara, Manabu Ikeda, Teruhiko Yoda

^*この研究の対応する著者

研究成果: Conference contribution

抄録

The continuous composite girders are frequently used for railway bridges. The examination of the design technique is not fully carried out and then existing design techniques are expected to be unified. In this study when the tension stiffening analysis is used for the design calculation of continuous composite girders it is shown that the results are not the same as those of the design calculations without considering the tension stiffening effects resulting in the need of more elaborated design considerations. Models used are 2 types in which the bending moment distributions are different.

本文言語	English
ホスト出版物のタイトル	EASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction
出版ステータス	Published - 2008
イベント	11th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC-11 - Taipei 継続期間: 2008 11月 19 → 2008 11月 21

Other

Other	11th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC-11
City	Taipei
Period	08/11/19 → 08/11/21

ASJC Scopus subject areas

土木構造工学
建築および建設

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引用スタイル

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abstract = "The continuous composite girders are frequently used for railway bridges. The examination of the design technique is not fully carried out and then existing design techniques are expected to be unified. In this study when the tension stiffening analysis is used for the design calculation of continuous composite girders it is shown that the results are not the same as those of the design calculations without considering the tension stiffening effects resulting in the need of more elaborated design considerations. Models used are 2 types in which the bending moment distributions are different.",

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AU - Ikeda, Manabu

AU - Yoda, Teruhiko

PY - 2008

Y1 - 2008

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AB - The continuous composite girders are frequently used for railway bridges. The examination of the design technique is not fully carried out and then existing design techniques are expected to be unified. In this study when the tension stiffening analysis is used for the design calculation of continuous composite girders it is shown that the results are not the same as those of the design calculations without considering the tension stiffening effects resulting in the need of more elaborated design considerations. Models used are 2 types in which the bending moment distributions are different.

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KW - Design analysis

KW - Tension stiffening

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Y2 - 19 November 2008 through 21 November 2008

ER -

Effect of tension stiffening on the design of continuous composite girders for railways

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