TY  - CHAP
A1  - Butenweg, Christoph
A1  - Holtschoppen, Britta
T1  - Seismic design of structures and components in industrial units
T2  - Structural Dynamics with Applications in Earthquake and Wind Engineering
N2  - Industrial units consist of the primary load-carrying structure and various process engineering components, the latter being by far the most important in financial terms. In addition, supply structures such as free-standing tanks and silos are usually required for each plant to ensure the supply of material and product storage. Thus, for the earthquake-proof design of industrial plants, design and construction rules are required for the primary structures, the secondary structures and the supply structures. Within the framework of these rules, possible interactions of primary and secondary structures must also be taken into account. Importance factors are used in seismic design in order to take into account the usually higher risk potential of an industrial unit compared to conventional building structures. Industrial facilities must be able to withstand seismic actions because of possibly wide-ranging damage consequences in addition to losses due to production standstill and the destruction of valuable equipment. The chapter presents an integrated concept for the seismic design of industrial units based on current seismic standards and the latest research results. Special attention is devoted to the seismic design of steel thin-walled silos and tank structures.
KW  - Industrial units
KW  - Seismic design
KW  - Tanks
KW  - Silos
KW  - Components
Y1  - 2019
SN  - 978-3-662-57550-5
U6  - http://dx.doi.org/10.1007/978-3-662-57550-5_5
SP  - 359
EP  - 481
PB  - Springer
CY  - Berlin
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Klinkel, Sven
T1  - Dynamisches Verhalten von Stahlbetonplatten unter Impact-Belastungen
T2  - Massivbau im Wandel : Festschrift zum 60. Geburtstag von Josef Hegger
Y1  - 2014
SN  - 3-939051-20-9
SP  - 369
EP  - 380
PB  - Ernst
CY  - Berlin
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Kubalski, Thomas
A1  - Marinkovic, Marko
A1  - Pfetzing, Thomas
A1  - Ismail, Mohammed
A1  - Fehling, Ekkehard
T1  - Ausfachungen aus Ziegelmauerwerk
T2  - Mauerwerk-Kalender 2016: Baustoffe, Sanierung, Eurocode-Praxis
Y1  - 2016
SN  - 978-3-433-03131-5
PB  - Ernst & Sohn
CY  - Berlin
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Norda, H.
T1  - Erdbebenberechnung von Mauerwerksbauten nach DIN EN 1998-1:2010-12
T2  - Mauerwerksbau-Praxis nach Eurocode / Schubert, Schneider, Schoch (Hrsg.). - 3., vollständig überarbeitete Auflage
Y1  - 2014
SN  - 978-3-410-22739-7
SP  - 367
EP  - 412
PB  - Beuth
CY  - Berlin, Wien, Zürich
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Roeser, W.
T1  - Erdbebenbemessung von Stahlbetontragwerken nach DIN EN 1998-1
T2  - Stahlbetonbau aktuell : Praxishandbuch
Y1  - 2012
SN  - 978-3-410-21932-3 (Print) ; 978-341-02193-3-0 (E-Book)
SP  - A.1
EP  - A.43
PB  - Beuth
CY  - Berlin
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Roeser, W.
T1  - Auslegung von Bauwerken gegen Erdbeben - Rechenbeispiele
T2  - Stahlbetonbau aktuell 2016 : Praxishandbuch / herausgegeben von: Prof. Dr.-Ing. Josef Hegger, Prof. Dr.-Ing. habil. Peter Mark
Y1  - 2016
SN  - 978-3-410-25202-3 (Print) ; 978-3-410-25203-0 (E-Book)
PB  - Beuth Verlag GmbH
CY  - Berlin ; Wien ; Zürich
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Thierauf, G.
ED  - Papadrakakis, M.
ED  - Topping, B.H.V.
T1  - Automatic design of reinforced concrete structures with parallel computing
T2  - Innovative computational methods for structural mechanics
N2  - A concept for the analysis and optimal design of reinforced concrete structures is described. It is based on a nonlinear optimization algorithm and a finite element program for linear and nonlinear analysis of structures. With the aim of minimal cost design a two stage optimization using efficient gradient algorithm is developed. The optimization problems on global (structural) and local (crosssectional) level are formulated. A parallelization concept for solving the two stage optimization problem in minimal time is presented. Examples are included to illustrate the practical use and the effectively of the parallelization in the area of engineering design.
Y1  - 1999
SN  - 1-874672-05-9
U6  - http://dx.doi.org/10.4203/csets.1.14
SP  - 305
EP  - 318
PB  - Saxe-Coburg Publication
CY  - Edinburgh
ER  - 
TY  - CHAP
A1  - Buxbaum, Bernd
A1  - Lange, Robert
A1  - Ringbeck, Thorsten
ED  - Winner, Hermann
T1  - 3D-Imaging
T2  - Handbuch Fahrerassistenzsysteme : Grundlagen, Komponenten und Systeme für aktive Sicherheit und Komfort ; mit 45 Tabellen
Y1  - 2009
SN  - 978-3-8348-0287-3
SP  - 187
EP  - 197
PB  - Vieweg + Teubner
CY  - Wiesbaden
ET  - 1. Auflage
ER  - 
TY  - CHAP
A1  - Calliess, Gralf-Peter
A1  - Kroll-Ludwigs, Kathrin
T1  - Art. 6 Rome III-Regulation (consent and material validity)
T2  - Rome Regulations : commentary
Y1  - 2015
SN  - 9789041147547
PB  - Wolters Kluwer
ER  - 
TY  - CHAP
A1  - Chanson, Hubert
A1  - Bung, Daniel B.
A1  - Matos, J.
T1  - Stepped spillways and cascades
T2  - Energy dissipation in hydraulic structures / Hubert Chanson (ed.)
Y1  - 2015
SN  - 978-1-138-02755-8 (print) ; 978-1-315-68029-3 (e-Book)
SP  - 45
EP  - 64
PB  - CRC Press
CY  - Boca Raton, Fla. [u.a.]
ER  -