LEADER 03068nam  2200577Ia 450 
001 9910437765703321
005 20251116152714.0
010   $a9783642368684
010   $a3642368689
024 7 $a10.1007/978-3-642-36868-4
035   $a(PPN)169139700
035   $a(OCoLC)836717455
035   $a(MiFhGG)GVRL6VLM
035   $a(CKB)2550000001045689
035   $a(MiAaPQ)EBC1206154
035   $a(MiFhGG)9783642368684
035   $a(EXLCZ)992550000001045689
100   $a20130408d2013      uy         0
101 0 $aeng
135   $aurun#---uuuua
181   $ctxt
182   $cc
183   $acr
200 10$aOptimum design of steel structures /$fby Jozsef Farkas and Karoly Jarmai
205   $a1st ed. 2013.
210   $aBerlin ;$aHeidelberg $cSpringer-Verlag$dc2013
215   $a1 online resource (xxiv, 265 pages) $cillustrations (some color)
225 0 $aGale eBooks
300   $aDescription based upon print version of record.
311 08$a9783642427930 
311 08$a3642427936 
311 08$a9783642368677 
311 08$a3642368670 
320   $aIncludes bibliographical references and index.
327   $aExperiences with the Optimum Design of Steel Structures -- Newer Mathematical Methods in Structural -- Cost Calculations -- Beams and Columns -- Tubular Trusses -- Frames -- Stiffened Plates -- Cylindrical and Conical Shells.
330   $aThis 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 structures Chapter 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.
606   $aBuilding, Iron and steel$xDesign
606   $aSteel, Structural
615  0$aBuilding, Iron and steel$xDesign.
615  0$aSteel, Structural.
676   $a624.1
676   $a624.1/71
700   $aFarkas$b Jo?zsef$f1944-$00
701   $aJa?rmai$b Ka?roly$00
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910437765703321
996   $aOptimum design of steel structures$94203722
997   $aUNINA