Dynamic stability of slender concrete-filled steel tubular columns with general supports
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Publication:6493223
DOI10.1142/S0219455419500457WikidataQ128703694 ScholiaQ128703694MaRDI QIDQ6493223
Wei Gao, Di Wu, Youqin Huang, Jiyang Fu, Yong-Lin Pi, Ai-rong Liu
Publication date: 26 April 2024
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Bolotin's methoddynamic stabilityboundary conditionslender columnsconcrete-filled steel tubular columns
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Stability of dynamical problems in solid mechanics (74H55)
Cites Work
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- Dynamic stability of Euler beams under axial unsteady wind force
- An analytical model for solving generalized interval eigenvalue problem
- An interval algorithm for uncertain dynamic stability analysis
- Dynamic stability of spinning pre-twisted beams subject to axial pulsating loads
- Vertical Dynamic Response of a Concrete Filled Steel Tube due to Transient Impact Load: Analytical Solution
- Simple and combination resonances of columns under periodic axial loads
- Further Results on Parametric Excitation of a Dynamic System
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