Keywords: لرزش جانبی; 00-01; 99-00; Lateral-torsional buckling; Directed loading; Column; Beam-column; Cold-formed steel; Steel portal frames;
مقالات ISI لرزش جانبی (ترجمه نشده)
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Keywords: لرزش جانبی; Lateral-torsional buckling; Tapered I beams and cantilevers; Shear flexibility; Ritz's method; One-dimensional model;
Keywords: لرزش جانبی; Corrugated web; Trapezoidal corrugations; Finite element analysis; High-strength steel; Warping constant; Lateral-torsional buckling; Flexural strength;
Keywords: لرزش جانبی; Lateral-torsional buckling; Monosymmetric; Shear center; Flange upstand;
Keywords: لرزش جانبی; honeycomb beam; non-prismatic; lateral-torsional buckling; residual stress; nonlinear time history analysis;
Keywords: لرزش جانبی; Lateral-torsional buckling; laminated glass; Southwell plot; experiment; critical moment; buckling curves;
Keywords: لرزش جانبی; Butterfly-shaped beams; Lateral-torsional buckling; Analysis; Interaction curves; In-plane shear deformation; Structural fuses;
Keywords: لرزش جانبی; Arch; Axial compression; Bending; Fixed; Lateral-torsional buckling; Rayleigh-Ritz method; Central concentrated load;
Keywords: لرزش جانبی; Steel structures; Corrugated web beams; Lateral-torsional buckling; Elastic critical moment;
Keywords: لرزش جانبی; Critical buckling capacity; Composite I-section beam; Sinusoidal corrugated web; Theoretical model; Optimal design; Lateral-torsional buckling;
Keywords: لرزش جانبی; Sensitivity analysis; Stability; Reliability; Lateral-torsional buckling; Steel; Beam; Imperfections; Out-of-straightness; Residual stress; FE modelling;
Keywords: لرزش جانبی; Ayrton-Perry formula; Steel beam-column member; Flexural buckling; Torsional buckling; Flexural-torsional buckling; Lateral-torsional buckling; Imperfection factor; Amplification factor; Second order forces; Overall stability design method;
Keywords: لرزش جانبی; Lateral-torsional buckling; Failure criteria; Eigenvalue-failure of the partially plastic system;
Keywords: لرزش جانبی; Lateral-torsional buckling; Finite element method; Off-shear center loading; Slender-web plate girder; Moment-gradient factor
Keywords: لرزش جانبی; Cold-formed; Steel; Beam; Fire; Lateral-torsional buckling; Distortional buckling
Keywords: لرزش جانبی; Elastic instability; Lateral-torsional buckling; Discrete torsional brace; Stiffness requirement; Monosymmetric I-beams; Energy approach
Keywords: لرزش جانبی; Lateral-torsional buckling; Continuous composite beams; Sinusoidal-web steel profile; Elastic critical moment;
Keywords: لرزش جانبی; 3-layer laminated glass beams; Lateral-torsional buckling; Design; Analytical formula; Experimental tests; Numerical models
Keywords: لرزش جانبی; Lateral-torsional buckling; Box beam; Galerkin's method; Ritz's method; Distortion deformation;
Keywords: لرزش جانبی; Upper and lower bounds; Computational efficiency; Finite element; Lateral-torsional buckling; Lateral and torsional restraints; Doubly-symmetric sections; Thin-walled members
Keywords: لرزش جانبی; Laminated structural glass; Multilayer; Equivalent flexural stiffness; Torsional stiffness; Lateral-torsional buckling; Analytical study; Parametric study;
Keywords: لرزش جانبی; Nonlocal elasticity; Discrete rods; Lateral-torsional buckling
Keywords: لرزش جانبی; Building codes; Corrugated web; Lateral-torsional buckling; Steel beams; Reliability-based design; Sinusoidal web;
Keywords: لرزش جانبی; Lateral-torsional buckling; Single angle; Imperfections; Flexural loading pattern; Geometrical axis; Design provisions
A new improved fiber plastic hinge method accounting for lateral-torsional buckling of 3D steel frames
Keywords: لرزش جانبی; Geometric nonlinearity; Lateral-torsional buckling; Refined plastic hinge; Stability functions; Steel frames;
Global buckling of laterally-unrestrained Q460GJ beams with singly symmetric I-sections
Keywords: لرزش جانبی; Q460GJ structural steel; Singly symmetric I-section; Lateral-torsional buckling; Experimental test; Numerical simulation;
Shape optimization of tapered I-beams with lateral-torsional buckling, deflection and stress constraints
Keywords: لرزش جانبی; Lateral-torsional buckling; Taper; Optimization; I-beam; Inflection point;
The continuous strength method for lateral-torsional buckling of stainless steel I-beams
Keywords: لرزش جانبی; The continuous strength method; Stainless steel; Lateral-torsional buckling; Finite element modelling; I-sections;
Symmetric and antisymmetric lateral-torsional buckling of prestressed steel I-beams
Keywords: لرزش جانبی; Prestressed steel I-beams; Analytical solution; Lateral-torsional buckling; Symmetric and antisymmetric buckling; Critical moment; Stain energy equation; Potential energy;
FEM Modelling of Lateral-Torsional Buckling Using Shell and Solid Elements
Keywords: لرزش جانبی; Imperfection; Beam; Steel; Lateral-torsional buckling; FE modelling; Stability;
Experimental and numerical study on lateral-torsional buckling of singly symmetric Q460GJ steel I-shaped beams
Keywords: لرزش جانبی; Q460GJ steel; Singly symmetric I-beam; Lateral-torsional buckling; Experimental test; Numerical analysis;
Lateral-torsional buckling of simply supported anisotropic steel-FRP rectangular beams under pure bending condition
Keywords: لرزش جانبی; Lateral-torsional buckling; Stability; Thin-walled beam; Anisotropic laminated composite; Hybrid laminated beam; Finite element method;
Sensitivity assessment and lateral-torsional buckling design of I-beams using solid finite elements
Keywords: لرزش جانبی; Sensitivity analysis; Lateral-torsional buckling; Steel; Beam; Imperfections; Residual stress;
Combined web distortional and lateral-torsional buckling of partially restrained I-section beams
Keywords: لرزش جانبی; I-section; Beam; Web distortional buckling; Lateral-torsional buckling;
Experimental and numerical studies on lateral torsional buckling of welded Q460GJ structural steel beams
Keywords: لرزش جانبی; Q460GJ structural steel; Lateral restraints; Lateral-torsional buckling; Experimental study; Finite element analysis;
Ultimate strength of singly symmetrical I-section steel beams with variable flange ratio
Keywords: لرزش جانبی; Singly symmetric beams; Ultimate strength; Lateral-torsional buckling; Finite element analysis; Top (off shear center) loading; Cost analysis;
Proposed design model for singly-symmetric overhanging monorail I-beams
Keywords: لرزش جانبی; Steel; Beams; Lateral-torsional buckling; Singly-symmetric; Overhanging; Monorail; I-section
Assessment of existing analytical models for the lateral torsional buckling analysis of PVB and SG laminated glass beams via viscoelastic simulations and experiments
Keywords: لرزش جانبی; Lateral-torsional buckling; Laminated glass; Equivalent torsional stiffness; Viscoelastic numerical models; Experimental predictions
Moment gradient correction factor and inelastic flexural–torsional buckling of I-girder with corrugated steel webs
Keywords: لرزش جانبی; Corrugated steel webs; I-girder; Flexural–torsional buckling; Lateral-torsional buckling; Moment gradient correction factor
Flexural strength of hollow tubular flange plate girders with slender stiffened webs under mid-span concentrated loads
Keywords: لرزش جانبی; Tubular flange plate girder; Moment-gradient factor; Lateral-torsional buckling; Mid-span concentrated load; Finite element analysis; Structural design
Local–global interactive buckling of built-up I-beam sections
Keywords: لرزش جانبی; Lateral-torsional buckling; Flange local buckling; Finite element method; Interactive buckling; I-beam
Some thoughts on a surprising result concerning the lateral-torsional buckling of monosymmetric I-section beams
Keywords: لرزش جانبی; Monosymmetric I-beams; Lateral-torsional buckling; Lowest critical moment; Surprising result; Mechanical/mathematical interpretation
Lateral-torsional buckling of vertically layered composite beams with interlayer slip under uniform moment
Keywords: لرزش جانبی; Lateral-torsional buckling; Layered wood beams; Partial interaction; Composite beams; Sandwich beam; Interlayer slip; Laminated glass beams
A new analytical solution for lateral-torsional buckling of arches under axial uniform compression
Keywords: لرزش جانبی; Arch; Combined axial compression and bending; In-plane boundary condition; Lateral-torsional buckling; Load height; Rayleigh-Ritz method; Uniform compression
Rotational stiffness of continuous composite beams with sinusoidal-web profiles for lateral-torsional buckling
Keywords: لرزش جانبی; Continuous composite steel and concrete beam; Sinusoidal-web steel profile; Lateral-torsional buckling; Rotational stiffness
Lateral-torsional buckling resistance of aluminium I-beams
Keywords: لرزش جانبی; Lateral-torsional buckling; Aluminium I-beam; Experimental study; Numerical simulation; Buckling resistance moment; New design method
Prediction of the flexural strengths of welded H-sections with local buckling
Keywords: لرزش جانبی; Flexural tests; Flexural strength; Local buckling; Lateral-torsional buckling; Buckling interaction; Width-to-thickness ratio; Direct strength method
Numerical analysis of stainless steel beam-columns in case of fire
Keywords: لرزش جانبی; Stainless steel; Fire; Beam-column; Flexural buckling; Lateral-torsional buckling; Design
Lateral buckling resistance of inelastic I-beams under off-shear center loading
Keywords: لرزش جانبی; Lateral-torsional buckling; Finite element method; Off-shear center loading; I-beam; Moment gradient factor
Buckling of shear deformable thin-walled members—I. Variational principle and analyticalsolutions
Keywords: لرزش جانبی; Thin-walled members; Non-orthogonal coordinates; Shear deformation effect; Lateral-torsional buckling; Eccentric supports; Closed form solutions