Numeric Study on the Critical Angle of Seismic Incidence for High-Speed Railway Bridges with Round-Ended Piers Based on the Fragility Method

Huijun Shena CCCC Second Harbour Engineering Co., Ltd., Wuhan, China;Key Laboratory of Large-Span Bridge Construction Technology, Wuhan, China

(Eng.) ,

Hehui Zhengb CCCC Second Harbour Engineering Co., Ltd., Wuhan, China; Key Laboratory of Large-Span Bridge Construction Technology, Wuhan, China; CCCC Highway Bridge National Engineering Research Centre Co. Ltd, Wuhan, China

(Eng.) ,

Feng Zhangc CCCC Second Harbour Engineering Co., Ltd., Wuhan, China. Contact: Huijun Shen: [email protected]

(Eng.) &

Linsong Chenc CCCC Second Harbour Engineering Co., Ltd., Wuhan, China. Contact: Huijun Shen: [email protected]

(Eng.)

Citations (0)

Keep up to date with the latest research on this topic with citation updates for this article.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Order Reprints Request Corporate Permissions

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

Request Academic Permissions

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.

Numeric Study on the Critical Angle of Seismic Incidence for High-Speed Railway Bridges with Round-Ended Piers Based on the Fragility Method

Information for

Open access

Opportunities

Help and information

Your download is now in progress and you may close this window

Login or register to access this feature

Numeric Study on the Critical Angle of Seismic Incidence for High-Speed Railway Bridges with Round-Ended Piers Based on the Fragility Method

Citations (0)

Reprints and Corporate Permissions

Academic Permissions

Related research

To cite this article:

Download citation

Information for

Open access

Opportunities

Help and information

Keep up to date