Long-term deformation control of PC beam bridge based on steel cable configuration
XUE Xing-wei
PANG Xing
SUN Ju-yang
Keywords:long-spanPC beam bridgeoptimization designinfluence matrixdeflection controlsteel cable configurationcantilever constructiondead load zero bending moment method
Publication Date:2016-01-01
Online Publishing Date:2025-08-15(First online date of this platform, not the publication date of the document)
Pages:5( 476-480 )
Journal of Shenyang University of Technology

Journal of Shenyang University of Technology

PKUISTICEI
ISSN:1000-1646
Year, Vol.(Issue):2016,38(4)