TY  - JOUR
T1  - Parametrical Analysis for Symmetrical Loading of a Single-Span Composite String Steel Structure
AU  - Beıvydas, Edmundas
PY  - 2022
DA  - September
DO  - 10.55549/epstem.1176065
JF  - The Eurasia Proceedings of Science Technology Engineering and Mathematics
JO  - EPSTEM
PB  - ISRES Publishing
WT  - DergiPark
SN  - 2602-3199
SP  - 90
EP  - 101
VL  - 17
LA  - en
AB  - The article analyzes the string and composite string bridge behavior and compositional parameters. The derived parameters are calculated and presented by selecting the appropriate limit parameters. The main parameters for suspended structures are the cross-sectional area of the tensile element and the initial sag of the structure. The selection of different component parameters and assigning different prestressing to the string leads to the analysis: which cross-sectional areas meet the defined conditions, what is the effect of prestressing, of the lower cable initial sag and the axial stiffness ratios of the string and the lower cable on the weight of the structure.
KW  - Steel bridge
KW  - Symmetrical load
KW  - Suspended cable
KW  - String
KW  - Nonlinear analysis
KW  - Displacements
KW  - Strain
KW  - parametrical analysis
CR  - Beivydas E. (2022). Parametrical analysis for symmetrical loading of a single-span composite string steel structure. The Eurasia Proceedings of Science, Technology, Engineering & Mathematics (EPSTEM), 17, 90-101.
UR  - https://doi.org/10.55549/epstem.1176065
L1  - https://dergipark.org.tr/en/download/article-file/2653803
ER  -