Analysis of large-sag extensible catenary with free horizontal sliding at one end by variational approach
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Publication:6492922
DOI10.1142/S0219455417500705MaRDI QIDQ6492922
Somchai Chucheepsakul, Thongchai Phanyasahachart, Chainarong Athisakul
Publication date: 26 April 2024
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Cites Work
- A novel scheme for large deflection analysis of suspended cables made of linear or nonlinear elastic materials
- Nonlinear modeling of cables with flexural stiffness
- Static analysis of cable structure
- The elastic catenary
- Statics of elastic cables under 3D point forces
- TWO-NODE CATENARY CABLE ELEMENT WITH RIGID-END EFFECT AND CABLE SHAPE ANALYSIS
- Optimization of Pre-Tensioning Cable Forces in Highly Redundant Cable-Stayed Bridges
- GEOMETRIC NONLINEAR ANALYSIS OF CABLE STRUCTURES WITH A TWO-NODE CABLE ELEMENT BY GENERALIZED DISPLACEMENT CONTROL METHOD
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