TY  - JOUR
A1  - Altay, Okyay
A1  - Butenweg, Christoph
A1  - Taddei, Francesca
T1  - Effektivität von Schwingungsdämpfern bei Windenergieanlagen
JF  - Bauingenieur : die richtungsweisende Zeitschrift im Bauingenieurswesen ; offizielle Zeitschrift der VDI-Gesellschaft Bautechnik. Beilage: D-A-CH-Mitteilungsblatt
Y1  - 2013
SN  - 1436-4867 (E-Journal); 0005-6650 (Print)
N1  - Printausgabe in der Bibliothek Bayernallee vorhanden: 13 Z 049-2013
VL  - Band 88
IS  - Heft 10
SP  - S11
EP  - S17
PB  - VDI Fachmedien
CY  - Düsseldorf
ER  - 
TY  - RPRT
A1  - Rosin, Julia
A1  - Taddei, Francesca
A1  - Schmitt, Timo
A1  - Butenweg, Christoph
T1  - Erdbebenschäden in der Emilia Romagna, Norditalien : DGEB-Erkundungsreise 1.6. - 4.6.2012 / C. Butenweg (Hrsg.) (DGEB-Publikation ; Nr. 15)
Y1  - 2013
SN  - 3-930108-11-9
PB  - DGEB
CY  - Aachen
ER  - 
TY  - CHAP
A1  - Altay, Okyay
A1  - Butenweg, Christoph
T1  - Ermittlung der optimalen Geometrie von Flüssigkeitssäulendämpfern auf Grundlage neuer Optimierungsansätze
T2  - 13. D-A-CH Tagung für Erdbebeningenieurwesen und Baudynamik (D-A-CH 2013) : 29.-30. August 2013, Wien, Österreich
Y1  - 2013
SP  - 1
EP  - 10
ER  - 
TY  - JOUR
A1  - Butenweg, Christoph
A1  - Kleemann, Anne
A1  - Ikier, Axel
T1  - Impact-Belastungen von Stahlbetonkonstruktionen
JF  - Bauingenieur : die richtungsweisende Zeitschrift im Bauingenieurswesen ; offizielle Zeitschrift der VDI-Gesellschaft Bautechnik. Beilage: D-A-CH-Mitteilungsblatt
Y1  - 2013
SN  - 0005-6650
N1  - Printausgabe in der Bibliothek Bayernallee vorhanden: 13 Z 049-2013
VL  - Band 88
SP  - S7
EP  - S14
PB  - VDI Verlag
CY  - Düsseldorf
ER  - 
TY  - CHAP
A1  - Rosin, Julia
A1  - Kubalski, Thomas
A1  - Butenweg, Christoph
T1  - Modellierung eines basisisolierten, zylindrischen Flüssigkeitstanks aus Stahl
T2  - 13. D-A-CH Tagung für Erdbebeningenieurwesen und Baudynamik (D-A-CH 2013) : 29.-30. August 2013, Wien, Österreich
Y1  - 2013
SP  - 1
EP  - 10
ER  - 
TY  - JOUR
A1  - Butenweg, Christoph
A1  - Gellert, Christoph
T1  - Nichtlinearer Nachweis von Mauerwerksbauten
JF  - Mauerwerk : European journal of masonry
Y1  - 2013
U6  - http://dx.doi.org/10.1002/dama.201300575
SN  - 1437-1022 (E-Journal); 1432-3427 (Print)
VL  - Volume 17
IS  - Issue 3
SP  - 166
EP  - 171
PB  - Wiley
CY  - Weinheim
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Norda, Hannah
ED  - Adam, Christoph
ED  - Heuer, Rudolf
ED  - Lenhardt, Wolfgang
ED  - Schranz, Christian
T1  - Nonlinear analysis of masonry structures according to Eurocode 8
T2  - Proceedings - Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics 2013 (VEESD 2013)
Y1  - 2013
SN  - 978-3-902749-04-8
N1  - Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics, Vienna, Austria, Paper No. 523
13. D-A-CH Tagung ; Vienna, Austria, 29. - 30. August 2013
http://hdl.handle.net/20.500.12188/15830 (Error - Cannot Connect to Server)
ER  - 
TY  - JOUR
A1  - Edip, Kemal
A1  - Garevski, Mihail
A1  - Butenweg, Christoph
A1  - Sesov, Vlatko
A1  - Cvetanovska, Julijana
A1  - Gjorgiev, Igor
T1  - Numerical simulation of geotechnical problems by coupled finite and infinite elements
JF  - Journal of civil engineering and architecture
Y1  - 2013
SN  - 1934-7359 (E-Journal)
VL  - 7
IS  - 1
SP  - 68
EP  - 77
PB  - David Publishing
CY  - Libertyville
ER  - 
TY  - CHAP
A1  - Rosin, Julia
A1  - Kubalski, Thomas
A1  - Butenweg, Christoph
ED  - Klinkel, Sven
ED  - Butenweg, Christoph
ED  - Lin, Gao
ED  - Holtschoppen, Britta
T1  - Seismic isolation of cylindrical liquid storage tanks
T2  - Seismic design of industrial facilities
N2  - Seismic excited liquid filled tanks are subjected to extreme loading due to hydrodynamic pressures, which can lead to nonlinear stability failure of the thinwalled cylindrical tanks, as it is known from past earthquakes. A significant reduction of the seismically induced loads can be obtained by the application of base isolation systems, which have to be designed carefully with respect to the modified hydrodynamic behaviour of the tank in interaction with the liquid. For this reason a highly sophisticated fluid-structure interaction model has to be applied for a realistic simulation of the overall dynamic system. In the following, such a model is presented and compared with the results of simplified mathematical models for rigidly supported tanks. Finally, it is examined to what extent a simple mechanical model can represent the behaviour of a base isolated tank in case of seismic excitation
Y1  - 2013
SN  - 978-3-658-02810-7
SN  - 978-3-658-02809-1
SN  - 978-3-658-14037-3
U6  - http://dx.doi.org/10.1007/978-3-658-02810-7_36
N1  - International Conference on Seismic Design of Industrial Facilities, Aachen, Germany, 26.-27.09.2013.
https://sedif-conference.jimdofree.com/
SP  - 429
EP  - 440
PB  - Springer Vieweg
CY  - Wiesbaden
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Rosin, Julia
A1  - Kubalski, Thomas
T1  - Seismic response of conventional and base-isolated liquid storage tanks
T2  - International Conference on Earthquake Engineering : 29.-31.05.2013, Skopje, Mazedonien
Y1  - 2013
SP  - 1
EP  - 8
ER  -