Overturning-Collapse Modeling and Safety Assessment for Bridges Supported by Single-Column Piers-Reference-Cited by-同舟云学术

Overturning-Collapse Modeling and Safety Assessment for Bridges Supported by Single-Column Piers

Author:

Xiong Wen¹,Cai C. S.²,Kong Bo³,Ye Jianshu⁴

Affiliation:

1. Associate Professor, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 210096, China (corresponding author)..

2. Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

3. Former Student, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

4. Professor, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

Reference19 articles.

1. AASHTO. (2007). LRFD bridge design specifications Washington DC.

3. ANSYS [Computer software]. ANSYS Canonsburg PA.

4. ANSYS Inc. (2007). “Programmer’s manual for ANSYS (ANSYS release 11.0) Canonsburg PA.

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