TY  - BOOK
A1  - Meskouris, Konstantin
A1  - Butenweg, Christoph
A1  - Holler, Stefan
A1  - Hake, Erwin
T1  - Baustatik in Beispielen
Y1  - 2012
SN  - 978-3-642-23529-0 (Print) ; 978-3-642-23530-6 (E-Book)
PB  - Springer
CY  - Heidelberg ; Dordrecht ; London ; New York
ET  - 2., bearb. Aufl.
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  - Meskouris, Konstantin
A1  - Butenweg, Christoph
T1  - Erdbebensichere Auslegung von Bauwerken nach DIN 4149:2005
T2  - Betonkalender 2008: Konstruktiver Wasserbau, erdbebensicheres Bauen. Band 2
Y1  - 2008
SN  - 978-3-433-01839-2 (Print) ; 978-3-433-01854-5 (E-Book)
U6  - https://doi.org/10.1002/9783433600702.ch5
SP  - 1
EP  - 54
PB  - Ernst & Sohn
CY  - Berlin
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Gellert, Christoph
T1  - Berechnung und Bemessung von durch Erdbeben beanspruchten Mauerwerksbauten nach DIN 4149 (04.2005)
T2  - Mauerwerksbau-Praxis / Schubert ; Schneider ; Schoch (Hrsg.)
Y1  - 2007
SN  - 3-9343-6938-3 ; 978-3-9343-6938-2
SP  - 363
EP  - 393
PB  - Werner Verlag
CY  - Berlin
ER  - 
TY  - BOOK
A1  - Meskouris, Konstantin
A1  - Hinzen, Klaus-Günter
A1  - Butenweg, Christoph
A1  - Mistler, Michael
T1  - Bauwerke und Erdbeben : Grundlagen - Anwendung - Beispiele
Y1  - 2007
SN  - 3-8348-0146-1 ; 978-3-8348-0146-3
N1  - gedruckt in der Bereichsbibliothek Bayernallee unter der Signatur 11 XBM 41(2) vorhanden
PB  - Vieweg
CY  - Wiesbaden
ET  - 2., erweiterte und aktualisierte Auflage
ER  - 
TY  - CHAP
A1  - Marinkovic, Marko
A1  - Butenweg, Christoph
T1  - Seismic behaviour of RC frames with uncoupled masonry infills having two storeys or two bays
T2  - Brick and Block Masonry - From Historical to Sustainable Masonry. Proceedings of the 17th International Brick/Block Masonry Conference
N2  - Reinforced concrete (RC) structures with masonry infills are widely used for several types of buildings all over the world. However, it is well known that traditional masonry infills constructed with rigid contact to the surrounding RC frame performed rather poor in past earthquakes. Masonry infills showed severe in-plane damages and failed in many cases under out-of-plane seismic loading. As the undesired interactions between frames and infills changes the load transfer on building level, complete collapses of buildings were observed. A possible solution is uncoupling of masonry infills to the frame to reduce the infill contribution activated by the frame deformation under horizontal loading. The paper presents numerical simulations on RC frames equipped with the innovative decoupling system INODIS. The system was developed within the European project INSYSME and allows an effective uncoupling of frame and infill. The simulations are carried out with a micro-modelling approach, which is able to predict the complex nonlinear behaviour resulting from the different materials and their interaction. Each brick is modelled individually and connected taking into account nonlinearity of a brick mortar interface. The calibration of the model is based on small specimen tests and experimental results for one bay one storey frame are used for the validation. The validated model is further used for parametric studies on two storey and two bay infilled frames. The response and change of the structural stiffness are analysed and compared to the traditionally infilled frame. The results confirm the effectiveness of the INODIS system with less damage and relatively low contribution of the infill at high drift levels. In contrast to the uncoupled system configurations, traditionally infilled frames experienced brittle failure at rather low drift levels.
Y1  - 2020
U6  - https://doi.org/10.1201/9781003098508-72
N1  - 17th International Brick/Block Masonry Conference (17thIB2MaC 2020), July 5-8, 2020, Kraków, Poland
SP  - 1
EP  - 7
PB  - CRC Press
CY  - London
ER  - 
TY  - CHAP
A1  - Michel, Philipp
A1  - Rosin, Julia
A1  - Butenweg, Christoph
A1  - Klinkel, Sven
T1  - Soil-dependent earthquake spectra in the analysis of liquid-storage-tanks on compliant soil
T2  - Seismic design of industrial facilities 2020
N2  - A further development of the Added-Mass-Method allows the combined representation of the effects of both soil-structure-interaction and fluid-structure interaction on a liquid-filled-tank in one model. This results in a practical method for describing the dynamic fluid pressure on the tank shell during joint movement. The fluid pressure is calculated on the basis of the tank's eigenform and the earthquake acceleration and represented by additional masses on the shell. The bearing on compliant ground is represented by replacement springs, which are calculated dependent on the local soil composition. The influence of the shear modulus of the compliant soil is clearly visible in the pressure curves and the stress distribution in the shell. The acceleration spectra are also dependent on soil stiffness. According to Eurocode-8 the acceleration spectra are determined for fixed soil-classes, instead of calculating the accelerations for each site in direct dependence on the soil composition. This leads to unrealistic sudden changes in the system's response. Therefore, earthquake spectra are calculated for different soil models in direct dependence of the shear modulus. Thus, both the acceleration spectra and the replacement springs match the soil composition. This enables a reasonable and consistent calculation of the system response for the actual conditions at each site.
Y1  - 2020
SN  - 978-3-86359-729-0
N1  - 2nd International Conference on Seismic Design of Industrial Facilities (Aachen, Germany, March 4-5, 2020)
SP  - 245
EP  - 254
PB  - Apprimus Verlag
CY  - Aachen
ER  - 
TY  - CHAP
A1  - Markinkovic, Marko
A1  - Butenweg, Christoph
A1  - Pavese, A.
A1  - Lanese, I.
A1  - Hoffmeister, B.
A1  - Pinkawa, M.
A1  - Vulcu, C.
A1  - Bursi, O.
A1  - Nardin, C.
A1  - Paolacci, F.
A1  - Quinci, G.
A1  - Fragiadakis, M.
A1  - Weber, F.
A1  - Huber, P.
A1  - Renault, P.
A1  - Gündel, M.
A1  - Dyke, S.
A1  - Ciucci, M.
A1  - Marino, A.
T1  - Investigation of the seismic behaviour of structural and nonstructural components in industrial facilities by means of shaking table tests
T2  - Seismic design of industrial facilities 2020
Y1  - 2020
SN  - 978-3-86359-729-0
N1  - 2nd International Conference on Seismic Design of Industrial Facilities (Aachen, Germany, March 4-5, 2020)
SP  - 159
EP  - 172
PB  - Apprimus Verlag
CY  - Aachen
ER  - 
TY  - CHAP
A1  - Cacciatore, Pamela
A1  - Butenweg, Christoph
T1  - Seismic safety of cylindrical granular material steel silos under seismic loading
T2  - Seismic design of industrial facilities 2020
Y1  - 2020
SN  - 978-3-86359-729-0
N1  - 2nd International Conference on Seismic Design of Industrial Facilities (Aachen, Germany, March 4-5, 2020)
SP  - 231
EP  - 244
PB  - Apprimus Verlag
CY  - Aachen
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Ebenau, C.
T1  - Entwicklung eines objekt-orientierten FE-Programms
T2  - Forum Bauinformatik - Junge Wissenschaftler forschen, Cottbus '96
Y1  - 1996
SN  - 978-3-18-313504-2
N1  - Fortschritt-Berichte VDI : Reihe 4, Bauingenieurwesen, Band 135
SP  - 60
EP  - 65
PB  - VDI-Verlag
CY  - Düsseldorf
ER  -