Temperature gradient estimation of long-span concrete box girders using average conditional exceedance rate function-Reference-Cited by-同舟云学术

Temperature gradient estimation of long-span concrete box girders using average conditional exceedance rate function

Published:2024-09-11 Issue: Volume: Page:1-15
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Zhang Li-Ping¹²,Zhou Li-Ming¹³,Bu Jian-Qing¹⁴⁵,Liu Qin²,Wei Bin⁶,Zhao Cun-Bao³,Chai Wei⁷

Affiliation:

1. State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang, China

2. School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, China

3. School of Safety Engineering and Emergency Management, Shijiazhuang Tiedao University, Shijiazhuang, China

4. Hebei Key Laboratory of Traffic Safety and Control, Shijiazhuang Tiedao University, Shijiazhuang, China

5. School of Traffic and Transportation, Shijiazhuang Tiedao University, Shijiazhuang, China

6. Guangdong Hualu Transportat Technol Co., Ltd, Guangzhou, China

7. School of Naval Architecture, Ocean and Energy Power Engineering, Wuhan University of Technology, Wuhan, China

Funder

Science and Technology Research Project of Colleges and Universities in Hebei Province

Natural Science Foundation for Youths of Hebei Province of China

National Natural Science Foundation of China

Natural Science Foundation of Hebei Province

Research on Key Technologies and Equipment of a Bridge Operation Safety Cluster Monitoring System for Highway Network Nodes

Shenzhen Science and Technology program

Project of Science and Technology Research and Development Program of China Railway Corporation

Technology Development Project of Shuohuang Railway Development Co., Ltd

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2024.2401374

Reference43 articles.

1. AASHTO. (2004). LRFD bridge design specifications. Washington, DC: American Association of State Highway Transportation Officials.

2. AASHTO. (2008). LRFD bridge design specifications. Washington, DC: American Association of State Highway and Transportation Officials.

3. Experimental analysis of temperature gradients in concrete box-girders

4. AS 5100.2. (2017). Bridge design, Part 2: Design loads. Sydney: Australian Standards.

5. Bridge Manual. (2003). Section 3: Design loading (2nd ed.). New Zealand: Transit New Zealand.