Study on the Anti-overturning Performance and Improving Technology of Continuous Bridges with Single-column Piers Subjected to Extreme Vertical Eccentric Loads
Author:
Affiliation:
1. Key Laboratory of Roads and Railway Engineering Safety Control (Shijiazhuang Tiedao University),Ministry of Education,050043
Funder
Natural Science Foundation of Hebei Province
Shijiazhuang Tiedao University
Publisher
IEEE
Link
http://xplorestaging.ieee.org/ielx7/10210728/10210729/10210894.pdf?arnumber=10210894
Reference9 articles.
1. Detailed Numerical Analysis for Overturning of Concrete Box-Girder Bridges with Single-Column Piers
2. Analytical Method for Overturning Limit Analysis of Single-Column Pier Bridges
3. Specifications for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts [S],2011
4. Anti-Overturning Stability Study of a Continuous Steel-Concrete Composite Girder Bridge with Single Column Piers
5. Study on Anti-Overturning Design of Ramp Bridge Continuous Beam, Advanced Materials Research;zhao,2014
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