Safety-Margin Design for Gravity-Type Anchorage of Suspension Bridges over 2,000 m Long Based on Target Reliability-Reference-Cited by-同舟云学术

Safety-Margin Design for Gravity-Type Anchorage of Suspension Bridges over 2,000 m Long Based on Target Reliability

Author:

Xiong Wen¹^ORCID,Jiang Chao²,Wang Tao³,Wang Rengui⁴,Zhou Xiaoyi⁵

Affiliation:

1. Professor, Dept. of Bridge Engineering, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: .

2. Post-Doctoral Researcher, Dept. of Bridge Engineering, Southeast Univ., Nanjing 211189, China.

3. Graduate Student, Dept. of Bridge Engineering, Southeast Univ., Nanjing 211189, China.

4. Senior Engineer, CCCC Highway Consultants Co., Ltd., Beijing 100088, China.

5. Professor, Dept. of Bridge Engineering, Southeast Univ., Nanjing 211189, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

Reference20 articles.

1. AASHTO. 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. ANSYS. 2013. ANSYS 14.5 release. Canonsburg, PA: ANSYS.

3. CEN (European Committee for Standardization). 1997. Geotechnical design. Eurocode 7. Brussels, Belgium: CEN.

4. Gong, J., and W. Wei. 2007. Principle of reliability design for engineering structures. Beijing: Mechanical Industry Press.

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