Coupling Analysis of Temperature Field and Tower Top Displacement of Concrete Cable-Stayed Bridge-Reference-Cited by-同舟云学术

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Coupling Analysis of Temperature Field and Tower Top Displacement of Concrete Cable-Stayed Bridge

Published:2021-12-14 Issue: Volume: Page:
ISSN:
Container-title:CICTP 2021
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Author:

Zhang Liu-Yu¹¹¹¹,Shi Xiao-Chuan¹¹¹¹,Chen Xing-Yue¹¹¹¹,Jin Xin¹¹¹¹

Affiliation:

1. Highway School, Chang’an Univ., Xi’an.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483565.026

Reference15 articles.

1. Wang Lin. Analysis and research on temperature and creep effect of long-span prestressed concrete Bridges [D]. Zhejiang university 2005.

2. Qian Yufeng. Study on temperature field and effect analysis of long-span PC continuous box girder bridge [D]. Chang 'an university 2005.

3. Dong Zeguo Yan Quansheng Han Dajian. Temperature field test analysis of cable-stayed bridge towers [J]. Guangzhou architecture 2006(02):32-36.

4. Jiang Yi Wu Xin. Analysis and research on temperature gradient effect of cable tower of singletower concrete cable-stayed bridge [J]. Sichuan architecture 2008(05):119+122.

5. Xu Feng. Research on key factors of temperature effect of concrete box girder bridge [D]. Huazhong university of science and technology 2009.

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1. An efficient model for solar radiation induced top displacement of steel-concrete composite bridge towers;Structures;2023-06

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