Time-dependent reliability of strengthened PSC box-girder bridge using phased and incremental static analyses

Author:

Guo Tong,Chen Zheheng,Liu Tie,Han Dazhang

Funder

Open Foundation of National Engineering Laboratory for High Speed Railway Construction

Natural Science Foundation of Jiangsu

Fok Ying Tung Education Foundation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference47 articles.

1. Takacs PF. Deformations in concrete cantilever bridges: observations and theoretical modelling. PhD thesis, The Norwayegian University of Science and Technology, Trondheim, Norway; 2002.

2. Excessive deflections of record-span prestressed box girder;Bazant;ACI Concrete Int,2010

3. Experimental studies on shear lag of box girders;Luo;Eng Struct,2002

4. Shear lag effect and uncertainty in concrete box girder creep;Kristek;J Struct Eng,1987

5. Uncertainty and sensitivity analysis of time-dependent effects in concrete structures;Yang;Eng Struct,2007

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