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Optimum Design of Steel Structures

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Feldname	Details
Vorliegende Sprache	eng
Hinweise auf parallele Ausgaben	395236290 Buchausg. u.d.T.: ‡Farkas, József: Optimum design of steel structures
ISBN	978-3-642-36867-7
Name	Farkas, József
Name	Jármai, Károly
ANZEIGE DER KETTE	Jármai, Károly
T I T E L	Optimum Design of Steel Structures
Verlagsort	Berlin, Heidelberg
Verlag	Springer Berlin Heidelberg
Erscheinungsjahr	2013
Erscheinungsjahr	2013
Umfang	Online-Ressource (XXVI, 265 p. 73 illus, digital)
Reihe	SpringerLink. Bücher
Notiz / Fußnoten	Includes bibliographical references and index
Weiterer Inhalt	Cover; Title; Preface; Acknowledgements; Contents; About the Authors; List of Symbols; Abbreviations; Experiences with the Optimum Design of Steel Structures; Introduction; Foundation of the School for Structural Optimization at the University of Miskolc; Derivation of the Structural Optimization System; Advantages and Disadvantages of Two Different Design Methods; Design by Routine; Optimum Design; The Problem of the Interaction of Two Instabilities; Detailed Results for Different Structural Types. Compressed and Bent Columns Constructed from Stiffened Shell or from Square Box Walls of Stiffened PlatesStiffened or Cellular Plate Supported at Four Corners Subject to a Uniformly Distributed Normal Load (Fig.1.4); A Wind Turbine Tower Constructed as a Shell or TubularTruss Structure; Survey of Selected Literature of the Optimum Design of Steel Structures; Truss Structures; Building Frames; Industrial Applications; Conclusions; Newer Mathematical Methods in StructuralOptimization; Introduction; Firefly Algorithm; Particle Swarm Optimization Algorithm; The PSO Algorithm. Modification of PSO Algorithm with Gradient EstimationComparing the(GPSO); The IOSO Technique; Main Features of IOSO Technology; Testing of the Method; Novelty and Distinctive Features of IOSO; Cost Calculations; Introduction; The Cost Function; The Cost of Materials; The Fabrication Cost in General; Total Cost Function; Conclusion; Beams and Columns; Comparison of Minimum Volume and Minimum Cost Design of a Welded Box Beam; Introduction; Minimum Cross-Sectional Area Design; Minimum Cost Design; Numerical Data and Results. Minimum Cost Design for Fire Resistance of a Welded Box Column and a Welded Box BeamIntroduction; The Critical Temperature Method; A Centrally Compressed Column with Pinned Ends of Welded Square Box Cross-Section; A Simply Supported Uniformly Loaded Welded Box Beam; Conclusions; Tubular Trusses; Survey of Selected Literature; Comparison of Minimum Volume and Minimum Cost Design of a Welded Tubular Truss; Introduction; Minimum Volume Design; Minimum Cost Design; Numerical Data and Results; Conclusions; Optimum Design of Tubular Trusses for Displacement Constraint; Introduction. The Displacement ConstraintDesign for Overall Buckling; A Truss Column with Parallel Chords (Fig. 5.2); A Truss Column with Non-parallel Chords (Fig. 5.3); Volume and Cost Minimization of a Tubular Truss with Non-parallel Chords in the Case of a Displacement-Constraint; Introduction; Minimum Volume Design of the Tubular Truss with Non-parallel Chords; Check of the Compression Rods for Overall Buckling; The Cost Function; Numerical Data; The Optimization Process; Results of the Optimization; Check of Strength of a Tubular Joint; Conclusions. Minimum Cost Design and Comparison of Tubular Trusses with N- and Cross-(Rhombic)-Bracing
Titelhinweis	Buchausg. u.d.T.: ‡Farkas, József: Optimum design of steel structures
ISBN	ISBN 978-3-642-36868-4
Klassifikation	TGB
	SCI041000
	TEC009070
	620.1
	624.1
	TA349-359
	ZI 7200
Kurzbeschreibung	This book helps designers and manufacturers to select and develop the most suitable and competitive steel structures, which are safe, fit for production and economic. An optimum design system is used to find the best characteristics of structural models, which guarantee the fulfilment of design and fabrication requirements and minimize the cost function. Realistic numerical models are used as main components of industrial steel structures.Chapter 1 containts some experiences with the optimum design of steel structuresChapter 2 treats some newer mathematical optimization methods.Chapter 3 gives formulae for fabrication times and costs.Chapters 4 deals with beams and columns. Summarizes the Eurocode rules for design.Chapter 5 deals with the design of tubular trusses.Chapter 6 gives the design of frame structures and fire-resistant design rules for a frame.In Chapters 7 some minimum cost design problems of stiffened and cellular plates and shells are worked out for cases of different stiffenings and loads.Chapter 8 gives a cost comparison of cylindrical and conical shells.The book contains a large collection of literatures and a subject list and a name index.
1. Schlagwortkette	Stahlkonstruktion
	Strukturoptimierung
	Bemessung
SWB-Titel-Idn	381115895
Signatur	Springer E-Book
Bemerkungen	Elektronischer Volltext - Campuslizenz
Elektronische Adresse	$uhttp://dx.doi.org/10.1007/978-3-642-36868-4
Internetseite / Link	Volltext
Siehe auch	Volltext
Siehe auch	Cover

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