Progressive-models method for evaluating interactive stability of steel box girders for bridges – Extension of progressive collapse method in ship structures

Author:

Bai Lunhua,Shen Ruili,Yan Quansheng,Wang Lu,Miao Rusong,Zhao Yinghao

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Guangdong Provincial Natural Science Foundation

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference41 articles.

1. Theoretical study and model test on the capacity of orthotropic U-rib stiffened plates;Li;China Civil Engineering Journal,2007

2. Experimental study on local stability of u-rib stiffened plate;Zhao;Journal of Building Structures,2017

3. Experiment on ultimate bearing capacity of u-stiffened plate of orthotropic steel box girder;Di;China Journal of Highway and Transport,2009

4. Local part model test for ultimate bearing capacity of orthotropic panel of Sutong Bridge. Bridge;Wu;Construction,2006

5. The stability of compression bar with box section stiffened by ribs on Tianxingzhou Yangtse Bridge;Yin;Journal Huazhong University of science and Technology (Natural Science Edition),2008

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