LEADER 04064nam  2200601   450 
001 996213873403316
005 20221108034354.0
010   $a3-433-60330-8
010   $a3-433-60329-4
010   $a3-433-60331-6
035   $a(CKB)2550000001117283
035   $a(StDuBDS)AH25703526
035   $a(SSID)ssj0001035285
035   $a(PQKBManifestationID)11568687
035   $a(PQKBTitleCode)TC0001035285
035   $a(PQKBWorkID)11028966
035   $a(PQKB)10683897
035   $a(OCoLC)858655619
035   $a(MiAaPQ)EBC1381808
035   $a(Au-PeEL)EBL1381808
035   $a(CaPaEBR)ebr10763012
035   $a(CaONFJC)MIL517721
035   $a(OCoLC)876507828
035   $a(PPN)219801215
035   $a(EXLCZ)992550000001117283
100   $a20130228d2013      uy             0
101 0 $aeng
135   $aur|||||||||||
181   $ctxt
182   $cc
183   $acr
200 10$aConcrete structures for wind turbines /$fJurgen Grunberg, Joachim Gohlmann
210  1$aBerlin :$cErnst & Sohn,$d2013.
215   $a1 online resource (x, 232 pages )$cillustrations (black and white)
300   $aTranslated from the German.
311   $a3-433-03041-3 
311   $a1-299-86470-8 
320   $aIncludes bibliographical references and index.
330 8 $aThis book gives a comprehensive overview for planning and structural design analysis of reinforced concrete and pre-stressed concrete wind turbine towers for both onshore and offshore wind turbines.$bThe wind energy industry in Germany has an excellent global standing when it comes to the development and construction of wind turbines. Germany currently represents the world?s largest market for wind energy. The ongoing development of ever more powerful wind turbines plus additional requirements for the design and construction of their offshore foundation structures exceeds the actual experiences gained so far in the various disciplines concerned. This book gives a comprehensive overview for planning and structural design analysis of reinforced concrete and pre-stressed concrete wind turbine towers for both, onshore and offshore wind turbines. Wind turbines represent structures subjected to highly dynamic loading patterns. Therefore, for the design of loadbearing structures, fatigue effects and not just maximum loads are extremely important, in particular in the connections and joints of concrete and hybrid structures. There multi-axial stress conditions occur which so far are not covered by the design codes. The specific actions, the nonlinear behaviour and modeling for the structural analysis are explained. Design and verification with a focus on fatigue are addressed. The chapter Manufacturing includes hybrid structures, segmental construction of pre-stressed concrete towers and offshore wind turbine foundations. Selected chapters from the German concrete yearbook are now being published in the new English "Beton-Kalender Series" for the benefit of an international audience. Since it was founded in 1906, the Ernst & Sohn "Beton-Kalender" has been supporting developments in reinforced and prestressed concrete. The aim was to publish a yearbook to reflect progress in "ferro-concrete" structures until - as the book's first editor, Fritz von Emperger (1862-1942), expressed it - the "tempestuous development" in this form of construction came to an end. However, the "Beton-Kalender" quickly became the chosen work of reference for civil and structural engineers, and apart from the years 1945-1950 has been published annually ever since.
606   $aConcrete construction
606   $aWind turbines$xDesign and construction
615  0$aConcrete construction.
615  0$aWind turbines$xDesign and construction.
676   $a620.136
700   $aGrunberg$b Jurgen$01000110
701   $aGohlmann$b Joachim$01000111
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a996213873403316
996   $aConcrete structures for wind turbines$92563636
997   $aUNISA