03229nam a22005295i 4500001001800000003000900018005001700027007001500044008004100059020003700100024003500137050001000172072001600182072001700198072002300215072001500238100009200253245013700345250001800482264007500500300004400575336002600619337002600645338003600671347002400707490007500731505023400806520104901040650001302089650003002102650002202132650002402154650004002178650003902218650005602257650002702313650003802340710003402378773002602412776003602438776003602474776003602510830007502546856004602621912001502667999001702682978-3-031-40508-2DE-He21320251030110822.0cr nn 008mamaa231013s2024    sz |    s    |||| 0|eng d  a97830314050829978-3-031-40508-27 a10.1007/978-3-031-40508-22doi 4aTA351 7aTNK2bicssc 7aTGMD2bicssc 7aTEC0090202bisacsh 7aTNK2thema1 aDeLuzio, Anthony James.eauthor.4aut4http://id.loc.gov/vocabulary/relators/aut96652510aGeometric Nonlinearity in Structural Behaviorh[electronic resource] :bEvaluating Analytical Processes /cby Anthony James DeLuzio.  a1st ed. 2024. 1aCham :bSpringer International Publishing :bImprint: Springer,c2024.  aXV, 187 p. 111 illus.bonline resource.  atextbtxt2rdacontent  acomputerbc2rdamedia  aonline resourcebcr2rdacarrier  atext filebPDF2rda1 aSynthesis Lectures on Engineering, Science, and Technology,x2690-03270 aIntroduction -- Linear Behavior -- Structural Safety -- Geometric Nonlinear System -- Lateral Torsional Buckling -- Force Matrix Method–Theory -- Beam-Combined Axial and Uniform Load Linear Analysis -- Classic Seismic Analysis.  aThis book provides a fundamental understanding of the analytic process involved in solving complex problems, such as the influence of geometric nonlinearity on buckling, vibration, and second-order displacements. Because the book assumes linear behavior the solution can be evaluated using matrix math. Computer software, however, must be used to account for possible nonlinear material behavior due to the local yielding of the members that would result in changes to the elements of the stiffness matrix. Hence the computer solution must be iterative. The number of iterations and the iteration interval may be set manually by the user or internally by the software which can affect the solution. In addition, this book Maximizes understanding of the fundamentals of geometric nonlinear behavior and the P-Δ effect Introduces the influence of geometric nonlinearity on Buckling, Vibration and second order displacements Explains derivation of closed form Matrix Equations to evaluate2nd order displacements of geometric nonlinear structures. 0aStatics. 0aMultibody systems.966046 0aVibration.966047 0aMechanics, Applied. 0aBuildingsxDesign and construction.14aMechanical Statics and Structures.24aMultibody Systems and Mechanical Vibrations.96604824aEngineering Mechanics.24aBuilding Construction and Design.2 aSpringerLink (Online service)0 tSpringer Nature eBook08iPrinted edition:z978303140507508iPrinted edition:z978303140509908iPrinted edition:z9783031405105 0aSynthesis Lectures on Engineering, Science, and Technology,x2690-032740uhttps://doi.org/10.1007/978-3-031-40508-2  aZDB-2-SXSC  c56394d56394