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  - 17th International Conference -From historical to sustainable masonry, Krakow, Poland, July 5-8, 2020
Y1  - 2020
U6  - http://dx.doi.org/10.1201/9781003098508-72
SP  - 1
EP  - 7
ER  - 
TY  - CHAP
A1  - Lu, S.
A1  - Beyer, K.
A1  - Bosiljkov, V.
A1  - Butenweg, Christoph
A1  - D’Ayala, D.
A1  - Degee, H.
A1  - Gams, M.
A1  - Klouda, J.
A1  - Lagomarsino, S.
A1  - Penna, A.
A1  - Mojsilovic, N.
A1  - da Porto, F.
A1  - Sorrentino, L.
A1  - Vintzileou, E.
ED  - Modena, Claudio
ED  - da Porto, F.
ED  - Valluzzi, M.R.
T1  - Next generation of Eurocode 8, masonry chapter
T2  - Brick and Block Masonry Proceedings of the 16th International Brick and Block Masonry Conference, Padova, Italy, 26-30 June 2016
N2  - This paper describes the procedure on the evaluation of the masonry chapter for the next generation of Eurocode 8, the European Standard for earthquake-resistant design. In CEN, TC 250/SC8, working group WG 1 has been established to support the subcommittee on the topic of masonry on both design of new structures (EN1998-1) and assessment of existing structures (EN1998-3). The aim is to elaborate suggestions for amendments which fit the current state of the art in masonry and earthquake-resistant design. Focus will be on modelling, simplified methods, linear-analysis (q-values, overstrength-values), nonlinear procedures, out-of-plane design as well as on clearer definition of limit states. Beside these, topics related to general material properties, reinforced masonry, confined masonry, mixed structures and non-structural infills will be covered too. This paper presents the preliminary work and results up to the submission date.
Y1  - 2016
SN  - 978-1-138-02999-6 (Print)
SN  - 9781315374963 (E-Book)
SP  - 695
EP  - 700
PB  - Taylor & Francis
CY  - London
ER  - 
TY  - CHAP
A1  - Losch, S.
A1  - Butenweg, Christoph
T1  - Qualitätsgesteuerte Bemessung von Stahlbetontragwerken mit der FE-Methode
T2  - 11. Forum Bauinformatik Darmstadt '99 : [Beiträge der Forumsteilnehmer, die im Rahmen des 11. Forums Bauinformatik vom 22. bis 24. September 1999 in Darmstadt ihre Forschung präsentiert ...] / Tobias Kuhn ... (Hrsg.) (Fortschritt-Berichte VDI : Reihe 4 Bauingenieurwesen ; Nr. 156)
Y1  - 1999
SN  - 3-18-315604-0
SP  - 208
EP  - 215
PB  - VDI-Verlag
CY  - Düsseldorf
ER  - 
TY  - CHAP
A1  - Kuhlmann, Wolfram
A1  - Butenweg, Christoph
A1  - Lopez, Marijen
A1  - Fernandez, Sebastian
T1  - Seismic vulnerability assessment of the historic Aachen Cathedral
T2  - Conference proceedings / 13th World Conference on Earthquake Engineering [Vancouver, British Columbia, Canada, August 1 - 6, 2004] / [hosted by CAEE/ACGP, Canadian Association for Earthquake Engineering]
Y1  - 2004
SP  - 1
EP  - 14
PB  - CAEE
CY  - Vancouver
ER  - 
TY  - CHAP
A1  - Kuhlmann, Wolfram
A1  - Butenweg, Christoph
A1  - Bettzieche, Volker
A1  - Meskouris, Konstantin
T1  - Experimentelle und numerische Untersuchungen zur baudynamischen Beurteilung von Talsperren des Ruhrverbandes
T2  - 13. Deutsches Talsperrensymposium in Weimar
Y1  - 2004
SP  - 1
EP  - 26
ER  - 
TY  - CHAP
A1  - Kubalski, T.
A1  - Marinković, Marko
A1  - Butenweg, Christoph
ED  - Modena, Claudio
T1  - Numerical investigation of masonry infilled R.C. frames
T2  - Brick and Block Masonry. Proceedings of the 16th International Brick and Block Masonry Conference, Padova, Italy, 26-30 June 2016
Y1  - 2016
SN  - 9781315374963
SP  - 1219
EP  - 1226
PB  - CRC Press
CY  - Leiden
ER  - 
TY  - CHAP
A1  - Kubalski, T.
A1  - Butenweg, Christoph
A1  - Marinković, Marko
A1  - Klinkel, S.
T1  - Investigation Of The Seismic Behaviour Of Infill Masonry Using Numerical Modelling Approaches
T2  - 16th World Conference on Earthquake Engineering, 16WCEE 2017 Santiago Chile, January 9th to 13th 2017
N2  - Masonry is a widely spread construction type which is used all over the world for different types of structures. Due to its simple and cheap construction, it is used as non-structural as well as structural element. In frame structures, such as
reinforced concrete frames, masonry may be used as infill. While the bare frame itself is able to carry the loads when it comes to seismic events, the infilled frame is not able to warp freely due to the constrained movement. This restraint results in a complex interaction between the infill and the surrounding frame, which may lead to severe damage to the infill as well as the surrounding frame. The interaction is studied in different projects and effective approaches for the description of the behavior are still lacking. Experimental programs are usually quite expensive, while numerical models, once validated, do offer an efficient approach for the investigation of the interaction when horizontally loaded. In order to study the numerous parameters influencing the seismic load bearing behavior, numerical models may be used. Therefore, this contribution presents a numerical approach for the simulation of infill masonry in reinforced concrete frames. Both parts, the surrounding frame as well as the infill are represented by micro modelling approaches to correctly take into account the different types of failure. The adopted numerical model describes the inelastic behavior of the system, as indicated by the obtained results of the overall structural response as well as the formation of damage in the infilled wall. Comparison of the numerical and experimental results highlights the valuable contribution of numerical simulations in the study and design of infilled frames. As damage of the infill masonry may occur in-plane due to the interaction as well as out-of-plane due to the low vertical load, both directions of loading are investigated.
Y1  - 2017
N1  - Paper No 3064
SP  - 1
EP  - 11
PB  - Chilean Association on Seismology and Earthquake Engineering (ACHISINA)
ER  - 
TY  - CHAP
A1  - Kubalski, T.
A1  - Butenweg, Christoph
T1  - Ausfachungsmauerwerk unter kombinierter seismischer Beanspruchung
T2  - Erdbeben und bestehende Bauten : 14. D-A-C-H Tagung 20.08. - 21.08.2015, ETH Zürich. (Dokumentation / SIA ; D 0255)
Y1  - 2015
SN  - 978-3-03732-060-0
SP  - 117
EP  - 122
PB  - SGEB
CY  - Zürich
ER  - 
TY  - CHAP
A1  - Konrad, M.
A1  - Chudoba, Rostislav
A1  - Butenweg, Christoph
A1  - Bruckermann, O.
T1  - Textile reinforced concrete. Part II: Multi-level modeling concept
T2  - Digital proceedings / IKM 2003, proceedings 16th International Conference on the Applications of Computer Science and Mathematics in Architecture and Civil Engineering [Elektronische Ressource : 10. - 12. Juni 2003, Weimar] / Bauhaus-Universität Weimar. Ed.: K. Gürlebeck; L. Hempel; C. Könke
Y1  - 2003
SP  - 1
EP  - 11
PB  - IKM
CY  - Weimar
ER  - 
TY  - CHAP
A1  - Kob, Malte
A1  - Gömmel, Andreas
A1  - Butenweg, Christoph
A1  - Niendorf, Thoralf
T1  - Training of a combined model of larynx and vocal folds with data from MRI measurements
T2  - The 5th International Conference on Voice Physiology and Biomechanics: Variations across Cultures and Species, July 12-14, 2006, Tokyo, Japan. Proceedings
Y1  - 2006
SP  - 45
EP  - 46
ER  -