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frames [protective furnishings] --- brief lezende vrouw --- Vermeer, Johannes

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databases --- British [modern] --- frames [protective furnishings] --- framemakers --- Engelse school --- anno 1500-1599 --- anno 1600-1699 --- anno 1700-1799 --- anno 1800-1899 --- anno 1900-1999 --- United Kingdom

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Prepared by the Special Project Committee on Advanced Analysis of the Technical Committee on Structural Members of the Structural Engineering Institute of ASCE. This report presents formal guidelines for the use of second-order inelastic analysis in the design and assessment of steel framing systems. This advanced analysis methodology focuses on the strength of the structural system as a whole, rather than the design load levels producing the first member failure. The report includes design rules, background and commentary regarding the rules, and benchmarks for columns and frames. It provides specific recommendations regarding the rigor of analysis, minimum modeling requirements, consideration of limit states, serviceability, and live load reduction, yet allows latitude for the judgment of the design engineer. The recommendations presented in this report will be particularly valuable to structural engineers, specification developers, and developers of structural analysis software.

Elastic analysis (Engineering) --- Steel framing (Building) --- Structural design. --- Steel frames --- Structural analysis --- Elasticity and Inelasticity --- Structural steel --- Structural systems --- Steel structures --- Failure analysis --- Structural strength --- Design and construction. --- Steel frames --- Structural analysis --- Elasticity and Inelasticity --- Structural steel --- Structural systems --- Steel structures --- Failure analysis --- Structural strength

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This book is intended for advanced students and young researchers interested in the analysis of partial differential equations and differential geometry. It discusses elementary concepts of surface geometry in higher-dimensional Euclidean spaces, in particular the differential equations of Gauss-Weingarten together with various integrability conditions and corresponding surface curvatures. It includes a chapter on curvature estimates for such surfaces, and, using results from potential theory and harmonic analysis, it addresses geometric and analytic methods to establish the existence and regularity of Coulomb frames in their normal bundles, which arise as critical points for a functional of total torsion.

Geometry, Differential --- Frames (Combinatorial analysis) --- Mathematics --- Physical Sciences & Mathematics --- Geometry --- Mathematical Theory --- Geometry, Differential. --- Differential geometry --- Mathematics. --- Functions of complex variables. --- Partial differential equations. --- Differential geometry. --- Differential Geometry. --- Partial Differential Equations. --- Functions of a Complex Variable. --- Partial differential equations --- Complex variables --- Elliptic functions --- Functions of real variables --- Math --- Science --- Combinatorial designs and configurations --- Global differential geometry. --- Differential equations, partial.