Coupling dual nonlinearity of arch bridge bearing capacity analysis method

DOI10.1142/S0219455423400308zbMATH Open1537.74223MaRDI QIDQ6538376

Z. L. Wang, Jian-Ting Zhou, Shaorui Wang, Zengwu Liu, Ligui Yang, Yingbin Li

Publication date: 14 May 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

material nonlinearitygeometric nonlinearitybearing capacitymodel experimentadditional bending moment

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Cites Work

• Nonlinear dynamic characteristics of rotating thick ring on the elastic foundation based on plane stress theory
• Linear and nonlinear vibration of axially loaded Timoshenko beam with elastic supports: effects of transition parameter
• Exact matrix stiffness method for out-of-plane buckling analysis of funicular arches considering warping deformations

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