Keywords: تجزیه و تحلیل دوم مرتبه; GDQ; SBCGS; Second-order analysis; Buckling analysis; Beam-column;
مقالات ISI تجزیه و تحلیل دوم مرتبه (ترجمه نشده)
مقالات زیر هنوز به فارسی ترجمه نشده اند.
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در صورتی که به ترجمه آماده هر یک از مقالات زیر نیاز داشته باشید، می توانید سفارش دهید تا مترجمان با تجربه این مجموعه در اسرع وقت آن را برای شما ترجمه نمایند.
Keywords: تجزیه و تحلیل دوم مرتبه; Tubular member; Beam-column; Corroded pipeline; Elastic foundation; Second-order analysis; Initial imperfection;
Keywords: تجزیه و تحلیل دوم مرتبه; Steel storage pallet rack; Structural analysis; Effective geometric properties; Second-order analysis; Load-carrying capacity
Keywords: تجزیه و تحلیل دوم مرتبه; Columns; Deflections; Inelastic behavior; Imperfections; Second-order analysis; Shear effects
Keywords: تجزیه و تحلیل دوم مرتبه; Columns; Frames; Inelastic behavior; Imperfections; Second-order analysis; Stability;
Second-order Stiffness Matrix and Loading Vector of a Tapered Rectangular Timoshenko Beam-column With Semirigid Connections
Keywords: تجزیه و تحلیل دوم مرتبه; Stiffness matrix; Tapered beam-column; Second-order analysis; Stability; Semi-rigid connections; Fixity factor;
Stability of imperfect slender columns with non-linear connections
Keywords: تجزیه و تحلیل دوم مرتبه; Columns; Bracing; Deflections; Inelastic behavior; Imperfections; Second-order analysis; Stability
Analysis of second-order shear-deformable beams with semi-rigid connections
Keywords: تجزیه و تحلیل دوم مرتبه; Steel structures; Second-order analysis; Semi-rigid connection; Eccentric connection; Shear-deformable beams
Axially and transversely loaded Timoshenko and laced built-up columns with arbitrary supports
Keywords: تجزیه و تحلیل دوم مرتبه; Second-order analysis; Shear deformation; Timoshenko columns; Laced built-up columns; Geometrically and materially nonlinear imperfection analysis
Matrix method for stability and second-order analysis of Timoshenko beam-column structures with semi-rigid connections
Keywords: تجزیه و تحلیل دوم مرتبه; Buckling; Columns; Computer applications; Frames; Matrix method; P-Δ Effects; Shear deformations; Second-order analysis; Semi-rigid connections; Stability; Tension buckling
Stability and second-order non-linear analysis of 2D multi-column systems with semirigid connections: Effects of initial imperfections
Keywords: تجزیه و تحلیل دوم مرتبه; Beam-columns; Bracing; Buckling; Columns; Computer Applications; Deflections; Design; Frames; Large Deflections; Loads; Reversals; Second-order analysis; Stability
Advanced design for trusses of steel and concrete-filled tubular sections
Keywords: تجزیه و تحلیل دوم مرتبه; Concrete-filled steel tubes; Design codes; Effective lengths; Second-order analysis; Trusses
Large-deflection and post-buckling behavior of slender beam-columns with non-linear end-restraints
Keywords: تجزیه و تحلیل دوم مرتبه; Bars; Beams; Beam-columns; Buckling; Columns; Composites; Cracking; Large deflections; P–Δ analysis; Post-buckling; Non-linear analysis; Second-order analysis; Semi-rigid connections; Stability
Stability and non-linear second-order elastic analyses of beam and framed structures with semi-rigid connections using the cross method
Keywords: تجزیه و تحلیل دوم مرتبه; Beams; Beam-columns; Large deflections; Non-linear analysis; Semi-rigid connections; Second-order analysis; Stability; Structural analysis
Second-order analysis and design of imperfect composite beam–columns
Keywords: تجزیه و تحلیل دوم مرتبه; Composite column; Second-order analysis; Eurocode 4; Buckling
Second-order slope–deflection equations for imperfect beam–column structures with semi-rigid connections
Keywords: تجزیه و تحلیل دوم مرتبه; Beams; Beam–columns; Initial imperfections; Imperfect columns; Frames; Large deflections; Nonlinear analysis; Semi-rigid connections; Second-order analysis; Stability; Structural analysis
Design of angle trusses by codes and second-order analysis with experimental verification
Keywords: تجزیه و تحلیل دوم مرتبه; Second-order analysis; Angle sections; Buckling; Stability; Beam–columns
Second-order axial force and midspan deflection in a simple supported beam axially restrained
Keywords: تجزیه و تحلیل دوم مرتبه; Beams; Beam-columns; Buckling; Computer applications; Elastic behavior; Non-linear behavior; PP–δδ effects; Second-order analysis; Stability; Stiffness; Structural analysis
Second-order analysis and design of angle trusses Part I: Elastic analysis and design
Keywords: تجزیه و تحلیل دوم مرتبه; Second-order analysis; Single angle strut; Semi-rigid connections; Buckling
Slope-deflection equations for stability and second-order analysis of Timoshenho beam–column structures with semi-rigid connections
Keywords: تجزیه و تحلیل دوم مرتبه; Beams; Beam–columns; Large deflections; Nonlinear analysis; Semi-rigid connections; Second-order analysis; Stability; Structural analysis; Timoshenko beam
Optimal design of planar frames based on stability criterion using first-order analysis
Keywords: تجزیه و تحلیل دوم مرتبه; Structural optimization; Moment resistant frames; Second-order analysis; Elastic instability
Review of analysis methods for inelastic design of steel semi-continuous frames
Keywords: تجزیه و تحلیل دوم مرتبه; Semi-rigid joint; Steel frame; P–ΔP–Δ analysis; Second-order analysis; Advanced analysis; Limit states design; Uniform reliability index
Sensitivity analysis of steel moment frames accounting for geometric and material nonlinearity
Keywords: تجزیه و تحلیل دوم مرتبه; Nonlinear analysis; Displacement sensitivity analysis; Performance-based design; Steel moment frameworks; Second-order analysis; Nonlinear sensitivity analysis