Uncertainty analysis of the long-term deformation of CRTS III slab ballastless track-prestressed concrete simply supported girders
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference29 articles.
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3. Theoretical method of determining pier settlement limit value for China’s high-speed railway bridges considering complete factors;Chen;Eng Struct,2020
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4. Comprehensive Exploration of Technological Tensioning Effects in Welded Thin Plate Girders: An In-Depth Investigation;2024-03-05
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