TY  - JOUR
A1  - Butenweg, Christoph
A1  - Gellert, Christoph
A1  - Kranzler, Thomas
T1  - Pseudo-dynamische Versuche an Reihenmittelhäusern – Vergleich mit aktuellen Berechnungsansätzen
JF  - Mauerwerk : European journal of masonry
Y1  - 2008
U6  - https://doi.org/10.1002/dama.200800397
SN  - 1437-1022 (E-Journal); 1432-3427 (Print)
VL  - Volume 12
IS  - Issue 6
SP  - 315
EP  - 326
ER  - 
TY  - JOUR
A1  - Gömmel, Andreas
A1  - Butenweg, Christoph
A1  - Bolender, Katrin
A1  - Grunendahl, Arno
T1  - A muscle controlled finite-element model of laryngeal abduction and adduction
JF  - Computer methods in biomechanics and biomedical engineering
Y1  - 2007
SN  - 1476-8259 (E-Journal); 1025-5842 (Print)
VL  - Volume 10
IS  - Issue 5
SP  - 377
EP  - 388
ER  - 
TY  - JOUR
A1  - Rochefort, E. de
A1  - Verver, M.
A1  - Grunendahl, A.
A1  - Mooi, H.
A1  - Butenweg, Christoph
T1  - Detailed modelling of the lumbar spine for investigations of low back pain
JF  - SAE transactions : papers presented at Society and Section meetings / Society of Automotive Engineers
Y1  - 2005
SN  - 0096-736X
VL  - Volume 114
IS  - Part 7
SP  - 788
EP  - 796
ER  - 
TY  - JOUR
A1  - Kuhlmann, Wolfram
A1  - Butenweg, Christoph
A1  - Bettzieche, Volker
T1  - Experimentelle und numerische Untersuchungen zur baudynamischen Beurteilung von Talsperren
JF  - Wasserwirtschaft : Hydrologie, Wasserbau, Hydromechanik, Gewässer, Ökologie, Boden
Y1  - 2006
SN  - 0043-0978 (E-Journal); 0043-0978 (Print)
VL  - Band 96
IS  - Heft 5
SP  - 10
EP  - 16
ER  - 
TY  - JOUR
A1  - Butenweg, Christoph
A1  - Gellert, Christoph
A1  - Meskouris, Konstantin
T1  - Mauerwerkswände unter zyklischer Schubbeanspruchung
JF  - Mauerwerk : European journal of masonry
Y1  - 2007
U6  - https://doi.org/10.1002/dama.200700356
SN  - 1437-1022 (E-Journal); 1432-3427 (Print)
VL  - Volume 11
IS  - Issue 6
SP  - 356
EP  - 362
ER  - 
TY  - JOUR
A1  - Meskouris, Konstantin
A1  - Butenweg, Christoph
A1  - Renault, Philippe
T1  - Mehrstufen-Konzept für mehr Erdbebensicherheit : ein Werkzeug für die Beurteilung der Erdbebengefährdung von Ingenieurbauwerken
JF  - Deutsches Ingenieurblatt
Y1  - 2006
SN  - 0946-2422
VL  - Band 13
IS  - Heft 6
SP  - 18
EP  - 26
ER  - 
TY  - JOUR
A1  - Holtschoppen, Britta
A1  - Butenweg, Christoph
A1  - Meskouris, Konstantin
T1  - Seismic design of non-structural components in industrial facilities
JF  - International journal of engineering under uncertainty
Y1  - 2009
SN  - 0975-4806
VL  - Volume 1
SP  - 1
EP  - 13
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  - https://doi.org/10.4203/csets.1.14
SP  - 305
EP  - 318
PB  - Saxe-Coburg Publication
CY  - Edinburgh
ER  - 
TY  - BOOK
A1  - Meskouris, Konstantin
A1  - Renault, Philippe
A1  - Butenweg, Christoph
A1  - Hinzen, Klaus-G.
A1  - Weber, Bernd
T1  - Gefährdungsabschätzung von Brücken in Deutschland unter Erdbebenbelastung. [Bericht zum Forschungs- und Entwicklungsvorhaben FE 15.393/2003/FRB des Bundesministeriums für Verkehr, Bau und Stadtentwicklung.] (Forschung Straßenbau und Straßenverkehrstechnik ; 952)
Y1  - 2007
SN  - 978-3-86509-602-9
PB  - Bundesministerium für Verkehr, Bau und Stadtentwicklung, Abt. Straßenbau, Straßenverkehr
CY  - Bonn
ER  - 
TY  - CHAP
A1  - Meskouris, Konstantin
A1  - Butenweg, Christoph
A1  - Kalker, Ines
A1  - Mistler, Michael
T1  - Numerical simulation of historic masonry buildings
T2  - Antike Erdbeben im alpinen und zirkumalpinen Raum : Befunde und Probleme in archäologischer, historischer und seismologischer Sicht ; Beiträge des Interdisziplinären Workshops Schloss Hohenkammer, 14./15. Mai 2004 = Earthquakes in antiquity in the alpine and circum-alpine region / Gerhard H. Waldherr ; Anselm Smolka (Hrsg.) (Geographica Historica ; 24)
Y1  - 2007
SN  - 978-3-515-09030-8 ; 3-515-09030-4
SP  - 171
EP  - 189
PB  - Franz Steiner Verlag
CY  - Stuttgart
ER  - 
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  -