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A comparative study of beam design curves against lateral torsional buckling using AISC, EC and SP. Lateral torsional buckling (LTB) normally associated with beams subject to vertical loading, buckling out
Refined Models for an Analysis of Internal and External Buckling Modes of a Monolayer in a Layered Composite and external buckling modes of a monolayer inside or at the periphery of a layered composite, refined
Collapse analysis of Al 6061 alloy conical shells with circular cutouts under axial loading: experiment and simulation behavior and buckling modes of thin-walled truncated conical shells with or without cutouts
COMPARISON THE DESIGN GUIDELINES FOR THE STEEL TRUSS ELEMENTS USING AISC AND EUROCODE3 individuals subjected to external loads, internal loads and self-weight etc. Such as tension, compression
Refined Models for an Analysis of Internal and External Buckling Modes of a Monolayer in a Layered Composite and external buckling modes of a monolayer inside or at the periphery of a layered composite, refined
Using the Criterion of the Minimum Material Capacity of Rods Under Stability Restrictions for the Case of Multiple Critical Load of the least critical load there are multiple forms of loss of stability, and any of their linear combination
Assessment of Compression strength of Concrete Columns Confined with Basalt Fibre Reinforced PolymerColumns are the main load bearing element of a structure. Therefore, columns have an important
Static, vibration, and buckling analyses and applications to one-sheet hyperboloidal shells of revolution, and static, vibrational, and buckling analysis of thin-walled constructions and buildings in the shape
A RELIABLE METHOD FOR THE STABILITY ANALYSIS OF STRUCTURES an incremental change in its loading and its supports. The load path which follows after an unstable
Axial Behavior of Concrete Filled-steel Tube Columns Reinforced with Steel Fibers. Ultimate axial load capacity, ductility and failure mode are discussed in this study. The results showed
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