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A platform for research: civil engineering, architecture and urbanism
Buckling of Braced Monosymmetric Cantilevers: Timoshenko Energy Approach
The paper examines the elastic lateral buckling of monosymmetric cantilevers with a discrete intermediate brace. On the basis of the Timoshenko energy approach, the buckling capacities are determined by direct minimization of the Rayleigh quotient. The influences of lateral brace at different levels, of rotational brace and of full brace at different levels, of rotational brace and of full brace on the buckling capacities for varying brace locations, height of load application above the shear centre and the degree of beam monosymmetry are investigated.
Buckling of Braced Monosymmetric Cantilevers: Timoshenko Energy Approach
The paper examines the elastic lateral buckling of monosymmetric cantilevers with a discrete intermediate brace. On the basis of the Timoshenko energy approach, the buckling capacities are determined by direct minimization of the Rayleigh quotient. The influences of lateral brace at different levels, of rotational brace and of full brace at different levels, of rotational brace and of full brace on the buckling capacities for varying brace locations, height of load application above the shear centre and the degree of beam monosymmetry are investigated.
Buckling of Braced Monosymmetric Cantilevers: Timoshenko Energy Approach
S. Kitipornchai (author) / C. M. Wang (author) / V. Thevendran (author)
1986
37 pages
Report
No indication
English
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