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The study of the wind loading of structures is a main topic of Wind Engineering and even more the subject around which Wind Engineering was born and evolved.
In addition, the proposed relations in the author's previously published paper on the rotational loading of structures are extended, and application of the new relations is examined.
The results of this study may be used to provide some numerical based guidelines for blasting and demolition problems and to introduce a reliable tool for the analysis of complex phenomena of explosive loading of structures.
The seismic acceleration loading of structures founded on compliant soil is investigated through numerical elastic time history analyses of coupled soil-foundation-structure (SFS) systems and appropriate reduction factors of acceleration demand for free-field to evaluate acceleration demand for the SFS systems are proposed.
In other contexts, however, related approaches have been developed: for instance, in chemistry and computer vision a general method for quantifying how close a single configuration of points is to a symmetric shape, for any type of symmetry [ 40, 41], and in engineering a method to incorporate symmetry in computations of the mechanical loading of structures [ 42].
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Active links are designed to remain elastic at working loads and deform inelastic on over loading of structure, thereby dissipating large amount of energy.
Parsers for PDB and mmCIF file formats (Bernstein et al., 1977; Fitzgerald et al., 2006) allow the loading of structure data into a reusable data model.
Calculating the buckling load of structures is one of the main aspects of geometric structural instability.
Additional developments include the methods of plastic limit analysis, which allowed engineers to directly calculate upper and lower bounds to the plastic collapse loads of structures or to forces required in metal forming.
Determining the buckling loads of structures using SAP2000 is also discussed.
In this manner, the suggested DR algorithms could numerically present the accurate buckling load of structures.
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