TY  - CHAP
A1  - Tomic, Igor
A1  - Penna, Andrea
A1  - DeJong, Matthew
A1  - Butenweg, Christoph
A1  - Senaldi, Ilaria
A1  - Guerrini, Gabriele
A1  - Malomo, Daniele
A1  - Beyer, Katrin
T1  - Blind predictions of shake table testing of aggregate masonry buildings
T2  - 17th World Conference on Earthquake Engineering, Sendai, Japan, September 27 to October 2, 2021.
N2  - In many historical centers in Europe, stone masonry is part of building aggregates, which developed when the layout of the city or village was densified. The analysis of such building aggregates is very challenging and modelling guidelines missing. Advances in the development of analysis methods have been impeded by the lack of experimental data on the seismic response of such aggregates. The SERA project AIMS (Seismic Testing of Adjacent Interacting Masonry Structures) provides such experimental data by testing an aggregate of two buildings under two horizontal components of dynamic excitation. With the aim to advance the modelling of unreinforced masonry aggregates, a blind prediction competition is organized before the experimental campaign. Each group has been provided a complete set of construction drawings, material properties, testing sequence and the list of measurements to be reported. The applied modelling approaches span from equivalent frame models to Finite Element models using shell elements and discrete element models with solid elements. This paper compares the first entries, regarding the modelling approaches, results in terms of base shear, roof displacements, interface openings, and the failure modes.
KW  - Historical centres
KW  - Stone masonry
KW  - Adjacent buildings
KW  - Shake table test
KW  - Blind prediction competition
Y1  - 2020
N1  - Die Konferenz war ursprünglich für den 13-18 September 2020 angesetzt.
ER  - 
TY  - JOUR
A1  - Butenweg, Christoph
T1  - Bewertung der Erdbebensicherheit von bestehenden Bauwerken
JF  - Österreichische Ingenieur- und Architekten-Zeitschrift : ÖIAZ ; Zeitschr. d. ÖIAV / Österreichischer Ingenieur- und Architekten-Verein
Y1  - 2010
SN  - 0721-9415
VL  - 155
IS  - 1-3 und 4-6
SP  - 11
EP  - 17
PB  - ÖAIV
CY  - Wien
ER  - 
TY  - JOUR
A1  - Renault, Philippe
A1  - Butenweg, Christoph
A1  - Meskouris, Konstantin
T1  - Beurteilung der Erdbebensicherheit von bestehenden Brückenbauwerken am Beispiel der Rheinbrücke Emmerich
JF  - Beton- und Stahlbetonbau
Y1  - 2005
U6  - http://dx.doi.org/10.1002/best.200590145
SN  - 1437-1006 (E-Journal); 0005-9900 (Print)
N1  - Printausg. in der Bibliothek Bayernallee vorhanden: 13 Z 061-2005
VL  - Volume 100
IS  - Issue 7
SP  - 574
EP  - 581
ER  - 
TY  - JOUR
A1  - Meskouris, Konstantin
A1  - Butenweg, Christoph
A1  - Renault, Philippe
T1  - Beurteilung der Erdbebensicherheit von bestehenden Bauwerken
JF  - Der Prüfingenieur : das Magazin der Bundesvereinigung der Prüfingenieure für Bautechnik
Y1  - 2006
SN  - 1430-9084
IS  - Ausgabe 28
SP  - 56
EP  - 65
ER  - 
TY  - CHAP
A1  - Rosin, Julia
A1  - Butenweg, Christoph
T1  - Berechnungsansatz für basisisolierte Tankbauwerke
T2  - Berichte der Fachtagung Baustatik - Baupraxis 12 am 24. und 25. Februar 2014 an der Technischen Universität München / Hrsg. Kai-Uwe Bletzinger ...
Y1  - 2014
SN  - 978-3-00-041256-1
SP  - 103
EP  - 112
PB  - Lehrstuhl für Statik, Techn. Univ. München
CY  - München
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  - CHAP
A1  - Michel, Philipp
A1  - Alder, Philipp
A1  - Butenweg, Christoph
A1  - Klinkel, Sven
T1  - Berechnung der Fluid-Struktur-Interaktion für flexibel gelagerte Flüssigkeitstanks
T2  - 16. D-A-CH Tagung Erdbebeningenieurwesen & Baudynamik: 26. und 27. September 2019, Universität Innsbruck
Y1  - 2019
SN  - 978-3-200-06454-6
ER  - 
TY  - THES
A1  - Butenweg, Christoph
T1  - Bemessung und Optimierung von Stahlbetontragwerken unter vorwiegend ruhender Belastung mit der Methode der finiten Elemente. (Fortschritt-Berichte VDI : Reihe 4, Bauingenieurwesen ; 160)
Y1  - 2000
SN  - 3-18-316004-8
N1  - Dissertation, Universität Essen, 1999
PB  - VDI-Verl.
CY  - Düsseldorf
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Thierauf, Georg
T1  - Bemessung und Kostenoptimierung von Stahlbetontragwerken
T2  - Berichte der 7. Fachtagung "Baustatik - Baupraxis" : Aachen, Deutschland, 18. - 19. März 1999 / Hrsg.: Konstantin Meskouris. (Baustatik Baupraxis ; 7)
Y1  - 1999
SN  - 90-5809-044-2
SP  - 213
EP  - 220
PB  - Balkema
CY  - Rotterdam
ER  - 
TY  - CHAP
A1  - Morandi, Paolo
A1  - Butenweg, Christoph
A1  - Breis, Khaled
A1  - Beyer, Katrin
A1  - Magenes, Guido
ED  - Arion, Christian
ED  - Scupin, Alexandra
ED  - Ţigănescu, Alexandru
T1  - Behaviour factor q for the seismic design of URM buildings
T2  - The Third European Conference on Earthquake Engineering and Seismology September 4 – September 9, 2022, Bucharest
N2  - Recent earthquakes showed that low-rise URM buildings following codecompliant seismic design and details behaved in general very well without substantial damages. Although advances in simulation tools make nonlinear calculation methods more readily accessible to designers, linear analyses will still be the standard design method for years to come. The present paper aims to improve the linear seismic design method by providing a proper definition of the q-factor of URM buildings. Values of q-factors are derived for low-rise URM buildings with rigid diaphragms, with reference to modern structural configurations realized in low to moderate seismic areas of Italy and Germany. The behaviour factor components for deformation and energy dissipation capacity and for overstrength due to the redistribution of forces are derived by means of pushover analyses. As a result of the investigations, rationally based values of the behaviour factor q to be used in linear analyses in the range of 2.0 to 3.0 are proposed.
KW  - unreinforced masonry buildings
KW  - modern constructions
KW  - seismic design
KW  - linear elastic analysis;
KW  - behaviour factor q
Y1  - 2022
SN  - 978-973-100-533-1
SP  - 1184
EP  - 1194
ER  -