TY  - JOUR
A1  - Butenweg, Christoph
A1  - Renault, Philippe
T1  - Workshop der Gesellschaften zum EU-Projekt SHARE
JF  - Bauingenieur : die richtungsweisende Zeitschrift im Bauingenieurswesen ; offizielle Zeitschrift der VDI-Gesellschaft Bautechnik. Beilage: D-A-CH-Mitteilungsblatt
Y1  - 2014
SN  - 1436-4867 (E-Journal); 0005-6650 (Print)
VL  - 89 (2014)
IS  - Oktober
SP  - S2
EP  - S3
PB  - VDI Fachmedien
CY  - Düsseldorf
ER  - 
TY  - CHAP
A1  - Karimi, Iman
A1  - Butenweg, Christoph
A1  - Toll, Britta
T1  - Vulnerability assessment of industrial facilities
T2  - Proceedings of the Tenth International Conference on Civil, Structural and Environmental Engineering Computing : [Rome, Italy, 30. August - 2. September 2005] / ed. by B. H. V. Topping
Y1  - 2005
SN  - 1-905088-00-0
U6  - http://dx.doi.org/10.4203/ccp.81.34
SP  - 34, 73
EP  - 75
PB  - Civil-Comp Press
CY  - Stirling
ER  - 
TY  - CHAP
A1  - Altay, Okyay
A1  - Taddei, Francesca
A1  - Butenweg, Christoph
A1  - Klinkel, Sven
T1  - Vibration mitigation of wind turbine towers with tuned mass dampers
T2  - Wind turbine control and monitoring. (Advances in industrial control)
N2  - Because of its minor environmental impact, electricity generation using wind power is getting remarkable. The further growth of the wind industry depends on technological solutions to the challenges in production and construction of the turbines. Wind turbine tower vibrations, which limit power generation efficiency and cause fatigue problems with high maintenance costs, count as one of the main structural difficulties in the wind energy sector. To mitigate tower vibrations auxiliary measures are necessary. The effectiveness of tuned mass damper is verified by means of a numeric study on a 5 MW onshore reference wind turbine. Hereby, also seismic-induced vibrations and soil–structure interaction are considered. Acquired results show that tuned mass damper can effectively reduce resonant tower vibrations and improve the fatigue life of wind turbines. This chapter is also concerned with tuned liquid column damper and a semiactive application of it. Due to its geometric versatility and low prime costs, tuned liquid column dampers are a good alternative to other damping measures, in particular for slender structures like wind turbines.
Y1  - 2014
SN  - 978-3-319-08412-1 (Print) ; 978-3-319-08413-8 (E-Book)
U6  - http://dx.doi.org/10.1007/978-3-319-08413-8_12
SP  - 337
EP  - 373
PB  - Springer
CY  - Cham ; Heidelberg ; New York ; Dordrecht ; London
ER  - 
TY  - CHAP
A1  - Altay, Okyay
A1  - Butenweg, Christoph
A1  - Klinkel, Sven
A1  - Taddei, Francesca
T1  - Vibration mitigation of wind turbine towers by tuned liquid column dampers
T2  - Proceedings of the 9th European Conference on Structural Dynamics, EURODYN 2014 Porto, Portugal, 30 June - 2 July 2014 / A. Cunha, E. Caetano, .... (eds.)
Y1  - 2014
SN  - 978-972-752-165-4
SP  - 1531
EP  - 1538
CY  - Porto
ER  - 
TY  - CHAP
A1  - Altay, Okyay
A1  - Butenweg, Christoph
A1  - Klinkel, Sven
T1  - Vibration mitigation of wind turbine towers by a new semiactive Tuned Liquid Column Damper
T2  - 6. Word Congress on Structural Control and Monitoring, 15 - 17 July, 2014 Barcelona,Spain
Y1  - 2014
ER  - 
TY  - CHAP
A1  - Altay, Okyay
A1  - Butenweg, Christoph
A1  - Klinkel, Sven
T1  - Vibration control of slender structures by semi-active tuned liquid column dampers
T2  - Conference of the ASCE Engineering Mechanics Institute , Evanston, IL , USA , EMI 2013 , 2013-08-04 - 2013-08-07
Y1  - 2013
N1  - http://www.emi2013.northwestern.edu/openconf/modules/request.php?module=oc_program&action=view.php&a=&id=213&type=1
Seite kann nicht gefunden werden.
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Park, Jin
T1  - Verhalten von Ankerschienensystemen unter statisch zyklischen Beanspruchungen
T2  - 12. D-A-CH Tagung 2011 : Erdbeben und Baudynamik ; 15./16. September 2011, Hannover, Deutschland / Bundesanstalt für Geowissenschaften und Rohstoffe. C. Könke (Hrsg.)
Y1  - 2011
SN  - 3-930108-11-9
SP  - 349
EP  - 365
CY  - Deutsche Gesellschaft für Erdbebeningenieurwesen und Baudynamik
ER  - 
TY  - JOUR
A1  - Mistler, Michael
A1  - Butenweg, Christoph
T1  - Verformungsbasierter seismischer Nachweis von Mauerwerksbauten mit der Kapazitätsspektrum-Methode
JF  - Mauerwerk : European journal of masonry
Y1  - 2005
U6  - http://dx.doi.org/10.1002/dama.200590098
SN  - 1437-1022 (E-Journal); 1432-3427 (Print)
VL  - Volume 9
IS  - Issue 6
SP  - 255
EP  - 261
ER  - 
TY  - JOUR
A1  - Mistler, Michael
A1  - Butenweg, Christoph
A1  - Fehling, Ekkehard
A1  - Stürz, Jochen
T1  - Verformungsbasierte seismische Bemessung von Mauerwerksbauten auf Grundlage zyklischer Schubwandversuche
JF  - Bauingenieur : die richtungsweisende Zeitschrift im Bauingenieurswesen ; offizielle Zeitschrift der VDI-Gesellschaft Bautechnik. Beilage: D-A-CH-Mitteilungsblatt
Y1  - 2007
SN  - 1434-6591
VL  - Band 82
SP  - S3
EP  - S11
ER  - 
TY  - CHAP
A1  - Holtschoppen, Britta
A1  - Cornelissen, Philipp
A1  - Butenweg, Christoph
A1  - Meskouris, Konstantin
T1  - Vereinfachtes Berechnungsverfahren zur Berücksichtigung der Interaktionsschwingung bei flüssigkeitsgefüllten Tankbauwerken unter seismischer Belastung
T2  - Berichte der Fachtagung Baustatik-Baupraxis 11 : am 21. und 22. Februar 2011 an der Universität Innsbruck / Hrsg. Gernot Beer ...
Y1  - 2011
SN  - 978-3-85125-115-9
SP  - 155
EP  - 162
PB  - Inst. für Baustatik, Techn. Univ. Graz
CY  - Graz
ER  - 
TY  - JOUR
A1  - Kubalski, Thomas
A1  - Butenweg, Christoph
A1  - El-Deib, Khaled
ED  - Jesse, Dirk
T1  - Vereinfachte Berücksichtigung der Rahmentragwirkung in Mauerwerksgebäuden
T1  - Simplified consideratioon of framing effects in masonry buildings
JF  - Bautechnik
N2  - Aufgrund der gestiegenen Anforderungen durch höhere Ein-wirkungen aus Wind und Erdbeben ist eine Verbesserung und Optimierung der Berechnungs- und Bemessungsansätze für Mauerwerksbauten erforderlich. Eine bessere Ausnutzung der Tragwerksreserven ist durch die Berücksichtigung der Rah-mentragwirkung mit einer Aktivierung der Deckenscheiben in den Rechenmodellen möglich, die in der Praxis aufgrund der Komplexität der Wand-Decken-Interaktion bislang nicht aus-genutzt wird. Im vorliegenden Aufsatz wird ein vereinfachter Ansatz auf Grundlage der mitwirkenden Plattenbreite von Schubwänden aus Mauerwerk vorgestellt, der die wesentli-chen Einfl ussfaktoren in parametrisierten Tabellen erfasst. Damit steht den Tragwerksplanern ein einfach anwendbares Werkzeug zur Verfügung, um die Rahmentragwirkung in der Mauerwerksbemessung anzusetzen.
N2  - Due to the increased requirements resulting from higher wind and earthquake loads, it is necessary to improve and optimise the calculation and design approaches for masonry structures. An important contribution to a better utilisation of the structural load-bearing reserves is the consideration of the framing ef-fects through the activation of the fl oor slabs in the calculation models, which has not been utilised in practice so far due to the complexity of the wall-slab interaction. The paper presents a simplifi ed approach based on the contributory slab width, which captures the essential infl uencing factors in parameter-ised tables. This provides structural engineers with a simple tool to exploit the frame load-bearing effect in masonry design.
KW  - Rahmentragwirkung
KW  - Mauerwerksgebäude
KW  - Wand-Decken-Interaktion
KW  - Momentenverteilung
KW  - DIN EN 1996
Y1  - 2022
U6  - http://dx.doi.org/10.1002/bate.202200081
SN  - 0932-8351
SN  - 1437-0999
VL  - 99
IS  - 12
SP  - 865
EP  - 928
PB  - Ernst & Sohn
CY  - Berlin
ER  - 
TY  - CHAP
A1  - Wuttke, Claudia
A1  - Butenweg, Christoph
A1  - Rosin, Julia
A1  - Kubalski, Thomas
T1  - Verbesserte seismische Nachweiskonzepte für Mauerwerksbauten in deutschen Erdbebengebieten
T2  - Adam, Christoph (Hrsg.) ; Univ. Innsbruck: 16. D-A-CH Tagung Erdbebeningenieurwesen & Baudynamik 2019 : 26. und 27. September 2019, Innsbruck
Y1  - 2019
SN  - 978-3-200-06454-6
SP  - 713
EP  - 722
CY  - Innsbruck
ER  - 
TY  - JOUR
A1  - Giresini, Linda
A1  - Sassu, Mauro
A1  - Butenweg, Christoph
A1  - Alecci, Valerio
A1  - De Stefano, Mario
T1  - Vault macro-element with equivalent trusses in global seismic analyses
JF  - Earthquakes and Structures
N2  - This paper proposes a quick and simplified method to describe masonry vaults in global seismic analyses of buildings. An equivalent macro-element constituted by a set of six trusses, two for each transverse, longitudinal and diagonal direction, is introduced. The equivalent trusses, whose stiffness is calculated by fully modeled vaults of different geometry, mechanical properties and boundary conditions, simulate the vault in both global analysis and local analysis, such as kinematic or rocking approaches. A parametric study was carried out to investigate the influence of geometrical characteristics and mechanical features on the equivalent stiffness values. The method was numerically validated by performing modal and transient analysis on a three naves-church in the elastic range. Vibration modes and displacement time-histories were compared showing satisfying agreement between the complete and the simplified models. This procedure is particularly useful in engineering practice because it allows to assess, in a simplified way, the effectiveness of strengthening interventions for reducing horizontal relative displacements between vault supports.
KW  - vault
KW  - macro-element
KW  - equivalent stiffness
KW  - truss
KW  - churches
Y1  - 2017
U6  - http://dx.doi.org/10.12989/eas.2017.12.4.409
SN  - 2092-7614 (Print)
SN  - 2092-7622 (Online)
VL  - 12
IS  - 4
SP  - 409
EP  - 423
PB  - Techno-Press
CY  - Taejŏn
ER  - 
TY  - CHAP
A1  - Boesen, Niklas
A1  - Rosin, Julia
A1  - Butenweg, Christoph
A1  - Deichsel, Anne
A1  - Klinkel, Sven
ED  - Zabel, Volkmar
ED  - Beinersdorf, Silke
T1  - Untersuchung vorhandenerTragreserven moderner unbewehrter Mauerwerksbauten
T2  - Vortragsband der 15. D-A-CH-Tagung Erdbebeningenieurwesen und Baudynamik
Y1  - 2017
SN  - 978-3-930108-13-5
N1  - 21.-22. September 2017, Weimar.
ISBN laut DNB falsch
SP  - 408
EP  - 418
PB  - Deutsche Gesellschaft für Erdbebeningenieurwesen und Baudynamik (DGEB) e.V.
CY  - Weimar
ER  - 
TY  - CHAP
A1  - Park, Jin
A1  - Butenweg, Christoph
A1  - Reindl, Lukas
T1  - Untersuchung der Eignung von Ankerschienensystemen unter Erdbebeneinwirkungen
T2  - Conference proceedings / ANSYS Conference & 28th CADFEM Users´ Meeting 2010 : 3. - 5. November 2010, Eurogess Aachen / CADFEM; ANSYS
Y1  - 2010
SN  - 3-937523-07-3
SP  - Dokument 2.11.1
PB  - CADFEM [u.a.]
CY  - Grafing
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  - 
TY  - CHAP
A1  - Gömmel, Andreas
A1  - Butenweg, Christoph
A1  - Kob, Malte
T1  - Towards a complete finite-element model of human phonation: modeling phonatory maneuvers
T2  - 12th Workshop on the Finite Element Method in Biomedical Engineering, Biomechanics and Related Fields : Ulm, Germany, 20 - 21 July 2005 / University of Ulm, Department of Orthodontics ...
Y1  - 2005
SN  - 978-3-9806183-8-0
PB  - Univ., Dep. of Orthodontics
CY  - Ulm
ER  - 
TY  - JOUR
A1  - Klein, Michel
A1  - Butenweg, Christoph
A1  - Klinkel, Sven
T1  - The Influence of Soil-Structure-Interaction on the Fatigue Analysis in the Foundation Design of Onshore Wind Turbines
JF  - Procedia Engineering
Y1  - 2017
U6  - http://dx.doi.org/10.1016/j.proeng.2017.09.325
SN  - 1877-7058
VL  - 199
SP  - 3218
EP  - 3223
PB  - Elsevier
CY  - Amsterdam
ER  - 
TY  - CHAP
A1  - Anic, Filip
A1  - Penava, Davorin
A1  - Guljas, Ivica
A1  - Sarhosis, Vasilis
A1  - Abrahamczyk, Lars
A1  - Butenweg, Christoph
T1  - The Effect of Openings on Out-of-Plane Capacity of Masonry Infilled Reinforced Concrete Frames
T2  - 16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018
Y1  - 2018
N1  - Paper No 10168
SP  - 1
EP  - 11
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  -