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Factors influencing the critical load and propagating of buckling in shallow reticulated domes (state-of-the-art) and exhibition halls. Over the last four decades the problem of buckling of shallow lattice domes has grown
Stability of a cylindrical shell under axial compression investigating the effect of geometrical factors on the buckling load.
Non-uniformly scaled buckling modes of reinforcing elements in fiber reinforced plastic© 2017, Allerton Press, Inc. We consider a problem about non-uniformly scaled buckling modes
Non-uniformly scaled buckling modes of reinforcing elements in fiber reinforced plastic© 2017, Allerton Press, Inc. We consider a problem about non-uniformly scaled buckling modes
Flat Internal Buckling Modes of Fibrous Composite Elements under Tension and Compression at the Mini- and Microscale of internal nonuniformly scaled flat buckling modes of a rigid lamina consisting of fibers and fiber bundles
Stability of a cylindrical shell under axial compression investigating the effect of geometrical factors on the buckling load.
SINUSOIDAL VELAROIDAL SHELL - NUMERICAL MODELLING OF THE NONLINEAR BUCKLING RESISTANCE is the buckling force of the shell under self-weight and uniformly vertically distributed load on its area
COMPARATIVE BUCKLING ANALYSIS OF CONCRETE AND EXPANDED POLYSTYRENE DOME SHELLS-weight and live load of 1.5 kN/m2 were considered. the methods used are Linear buckling analysis (LBA
Buckling Modes of Structural Elements of Off-Axis Fiber-Reinforced Plastics. Based on an analysis of the results obtained, linearized problems on the internal multiscale buckling
Optimum design of sunken reinforced enclosures under buckling condition is the critical load resulting from the buckling of walls, which can cause damage to the structure. In the present
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