Keywords: بلند بلند; Lateral torsional buckling; Non-uniform bending; Factor f; Fire; Class 4; Slender; Eurocode; Effective section factor;
مقالات ISI بلند بلند (ترجمه نشده)
مقالات زیر هنوز به فارسی ترجمه نشده اند.
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.
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: بلند بلند; Sway stiffness; Light steel frame; Joint flexibility; Cold-formed steel; Slender; Bolted connection;
Keywords: بلند بلند; Strength; Slender; Shear wall; Structural wall; Structural steel; Reinforced concrete; Experiment; Test;
Keywords: بلند بلند; Lateral–torsional buckling (LTB); Beams; Slender; Fire; Effective section factor; Class 4
Keywords: بلند بلند; Fire; Temperature; Class 4; Lateral restraint; Local buckling; Slender; Beam-column; Eurocodes;
Keywords: بلند بلند; Cold-formed; Slender; Strength; Local buckling; Flexural buckling; Beam-columns; Built-up (combined section) columns and batten columns
Keywords: بلند بلند; Reinforced concrete; Wall; Slender; Experiment; Failure; Earthquake; Effective stiffness; Buckling
Keywords: بلند بلند; Buckling; Postbuckling; Plates; Initial imperfection; Slender; Stocky;
Axial behavior of circular CFFT long columns internally reinforced with steel or carbon and glass FRP longitudinal bars
Keywords: بلند بلند; Columns; FRP; CFFT; Tube; Loading; Confinement; Slender; Plastic strain;
Structural behaviour of fixed ended stocky Lean Duplex Stainless Steel (LDSS) flat oval hollow column under axial compression
Keywords: بلند بلند; Lean duplex; Abaqus; Flat-oval; Slender; AS/NZS 4673; EN 1993-1-4; Direct strength method;
Slender Approach and Sheathless Techniques
Keywords: بلند بلند; Radial artery; Sheathless; Slender; Transradial intervention; Percutaneous coronary intervention;
Noncompact and slender circular CFT members: Experimental database, analysis, and design
Keywords: بلند بلند; Slender; Noncompact; Composite columns; Finite element analysis; Design; Local buckling
Noncompact and slender rectangular CFT members: Experimental database, analysis, and design
Keywords: بلند بلند; Slender; Noncompact; Composite columns; Finite element analysis; Design; Local buckling
Nonlinear analysis of slender high-strength R/C columns under combined biaxial bending and axial compression
Keywords: بلند بلند; Slender; Columns; High strength; Concrete; Biaxial
Seismic response of base isolated liquid storage ground tanks
Keywords: بلند بلند; Ground liquid storage tanks; Seismic isolation systems; Aspect ratio; Isolation period; Broad; Slender;
Experimental investigation for the behaviour of battened beam-columns composed of four equal slender angles
Keywords: بلند بلند; Slender; Strength; Buckling; Steel; Battened beam-columns
Experimental research on high strength concrete slender columns subjected to compression and biaxial bending forces
Keywords: بلند بلند; Slender; Columns; High strength; Concrete; Biaxial
Buckling analysis of high strength stainless steel stiffened and unstiffened slender hollow section columns
Keywords: بلند بلند; Cold-formed steel; Columns; Duplex; Finite element; High strength; Modeling; Rectangular hollow sections; Slender; Square hollow sections; Stainless steel; Steel structures
Proposal to evaluate the ultimate limit state of slender structures. Part 1: Technical aspects
Keywords: بلند بلند; Advanced analysis; Geometric nonlinearity; Design; Frames; Geometric imperfection; Ultimate limit state; Slender; Steel; Lateral buckling