TY - CHAP A1 - Chudoba, Rostislav A1 - Butenweg, Christoph A1 - Kuhlmann, Wolfram T1 - Technical information system for collaborative material research T2 - Sixth International Conference on Computational Structures Technology : [Prague, Czech Republic, 4 - 6 September 2002] Y1 - 2002 SP - 1 EP - 11 ER - TY - CHAP A1 - Edip, Kemal A1 - Garevski, Mihail A1 - Butenweg, Christoph A1 - Sheshov, Vlatko A1 - Bojadjieva, Julijana A1 - Gjorgjiev, Igor T1 - New coupled finite-infinite element approach for wave propagation simulation of unbounded soil media T2 - 2nd European Conference on Earthquake Engineering and Seismology 2014 (2nd ECEES) : joint event of the 15th European Conference on Earthquake Engineering and the 34th General Assembly of the European Seismological Commission : Istanbul, Turkey, 25-29 August 2014 / European Association for Earthquake Engineering (EAEE) ; Vol. 2 Y1 - 2014 SN - 978-1-5108-1021-1 SP - 1556 EP - 1561 PB - Curran Associates, Inc. CY - Red Hook, NY ER - TY - CHAP A1 - Dalguer, Luis A. A1 - Churilov, Sergey A1 - Butenweg, Christoph A1 - Renault, Philippe A1 - Hyun, An Jun T1 - Dynamic analysis of a reinforced concrete electrical nuclear building of SMART 2013 project subjected to earthquake excitation using ABAQUS T2 - Workshop SMART2013 : Paris, France, November 25th - 27th, 2014 Y1 - 2014 SP - 1 EP - 12 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 - Klinkel, Sven A1 - Butenweg, Christoph T1 - Intelligente semiaktive Dämpfungssysteme zur Reduktion periodischer und stochastischer Bauwerksschwingungen 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 - 397 EP - 404 PB - Lehrstuhl für Statik, Techn. Univ. München CY - München 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 - Edip, Kemal A1 - Garevski, Mihail A1 - Butenweg, Christoph A1 - Sesov, Vlatko A1 - Bojadjieva, Julijana A1 - Gjorgjiev, Igor T1 - Boundary effects on seismic analysis of multi-storey frames considering soil structure interaction phenomenon T2 - Seismic design of industrial facilities : proceedings of the International Conference on Seismic Design of Industrial Facilities (SeDIF-Conference) ; [Aachen, 26. - 27. September 2013] / Chair of Structural Statics and Dynamics, RWTH Aachen. Sven Klinkel ..., ed Y1 - 2014 SN - 978-3-658-02809-1 (Print) ; 978-3-658-02810-7 U6 - https://doi.org/10.1007/978-3-658-02810-7_47 SP - 569 EP - 576 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Giresini, Linda A1 - Butenweg, Christoph A1 - Andreini, M. A1 - De Falco, A. A1 - Sassu, M. T1 - Numerical calibration of a macro-element for vaultes system in historic churches T2 - 9th International Conference on Structural Analyses of Historical Conctruction, 14 - 17 October, 2014, Mexico City Y1 - 2014 SP - 1 EP - 12 ER - TY - CHAP A1 - Rosin, Julia A1 - Butenweg, Christoph T1 - Seismic isolation of cylindrical liquid storage tanks 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 - 3145 EP - 3152 CY - Porto ER - TY - CHAP A1 - Rosin, Julia A1 - Butenweg, Christoph A1 - Boesen, Niklas A1 - Gellert, Christoph T1 - Evaluation of the Seismic Behavior of a Modern URM Building During the 2012 Northern Italy Earthquakes T2 - 16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018 Y1 - 2018 SP - 1 EP - 12 ER - TY - CHAP A1 - Butenweg, Christoph T1 - Eurocode 8 : Erdbebenauslegung von Tragwerken T2 - Eurocodes 2012 kompakt - Chancen nutzen : 36. Darmstädter Massivbauseminar Zukunftsfähiges Planen und Bauen, 7. und 8. März Y1 - 2012 SP - 257 EP - 272 PB - Freunde des Inst. für Massivbau der TU CY - Darmstadt ER - TY - CHAP A1 - Gellert, Christoph A1 - Butenweg, Christoph T1 - Nichtlinearer Erdbebennachweis von Mauerwerksbauten T2 - Erdbeben und Mauerwerk : 11. D-A-CH-Tagung 2009 ; [10./11. September 2009 in Zürich] / SGEB, Swiss Society for Earthquake Engineering and Structural Dynamics; Schweizerischer Ingenieur- und Architektenverein, Fachgruppe für Brückenbau und Hochbau. [Hrsg. Dazio, Alessandro ...] Y1 - 2009 SN - 978-3-03732-021-1 SP - 125 EP - 132 PB - SIA CY - Zürich ER - TY - CHAP A1 - Butenweg, Christoph A1 - Gellert, Christoph A1 - Meskouris, Konstantin T1 - Ein neuer Ansatz zum Nachweis von Mauerwerksbauten T2 - Berichte der Fachtagung Baustatik - Baupraxis 10 : am 17. und 18. März 2008 in Karlsruhe / Hrsg.: Werner Wagner. Institut für Baustatik, Universität Karlsruhe (TH) Y1 - 2008 SN - 978-3-935322-14-0 SP - 103 EP - 116 PB - Inst. für Baustatik, Univ. Karlsruhe (TH) CY - Karlsruhe 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 - Kalker, Ines A1 - Neumann, M. A1 - Butenweg, Christoph A1 - Holler, Stefan T1 - Modelling of textile strengthened masonry 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 - https://doi.org/10.4203/ccp.81.184 SP - 447 EP - 448 PB - Civil-Comp Press CY - Stirling 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 - https://doi.org/10.4203/ccp.81.34 SP - 34, 73 EP - 75 PB - Civil-Comp Press CY - Stirling ER - TY - CHAP A1 - Mistler, Michael A1 - Butenweg, Christoph T1 - A seismic design procedure for masonry buildings 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 - https://doi.org/10.4203/ccp.81.193 SP - 465 EP - 467 PB - Civil-Comp Press CY - Stirling ER - TY - CHAP A1 - Renault, Philippe A1 - Butenweg, Christoph A1 - Mistler, Michael T1 - Seismic vulnerability assessment system for bridges 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 SP - 1 EP - 14 PB - Civil-Comp Press CY - Stirling ER - TY - CHAP A1 - Butenweg, Christoph A1 - Thierauf, Georg T1 - Erfahrungen bei der Entwicklung eines objekt-orientierten FE-Programmes T2 - Forum Bauinformatik - Junge Wissenschaftler Forschen : Cottbus '96 / Olaf Horstmann ... (Hrsg.) (Fortschrittberichte VDI : Reihe 4, Bauingenieurwesen ; 135) Y1 - 1996 SN - 3-18-313504-3 N1 - Supercomputer 1996: Anwendungen, Architekturen, Trends. Hans-Werner Meuer (Hrsg.). De Gruyter Saur, Mannheim. 246 S. ISBN-10 ‏: ‎3598224133. ISBN-13 ‏: ‎ 978-3598224133 SP - 60 EP - 65 PB - VDI-Verlag CY - Düsseldorf ER - TY - CHAP A1 - Chudoba, Rostislav A1 - Butenweg, Christoph A1 - Pfeiffer, Frank T1 - Textile reinforced concrete. Part I: Process model for collaborative research and development 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 - 8 PB - IKM CY - Weimar ER - TY - CHAP A1 - El-Deib, Khaled A1 - Chudoba, Rostislav A1 - Butenweg, Christoph A1 - Meskouris, Konstantin A1 - Könke, Carsten A1 - Bettzieche, Volker T1 - Safety assessment of rockfill and masonry dams T2 - Structural dynamics - EURODYN 2002 : proceedings of the 4th [i.e. 5th] International Conference on Structural Dynamics, Munich, Germany, 2 - 5 September 2002 / ed. by H. Grundmann ... Vol. 1 Y1 - 2002 SN - 90-5809-510-X SP - 237 EP - 242 PB - Balkema CY - Lisse ER - TY - CHAP A1 - Holler, S. A1 - Butenweg, Christoph A1 - Noh, S.-Y. A1 - Meskouris, Konstantin T1 - Numerical simulation of textile-reinforced concrete structures T2 - Proceedings of the Sixth International Conference on Computational Structures Technology : [Prague, Czech Republic, 4 - 6 September 2002] / ed. by B. H. V. Topping and Z. Bittnar. (Civil-Comp Press books on computational engineering) Y1 - 2002 SN - 0-948749-83-0 SP - 287 EP - 288 PB - Civil-Comp Press CY - Stirling 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 - Rosin, J. A1 - Henneböhl, B. A1 - Butenweg, Christoph T1 - Globale Stabilitätsanalysen zylindrischer, seismisch belasteter Tanks auf numerischer Grundlage 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 - 173 EP - 180 PB - SGEB CY - Zürich ER - TY - CHAP A1 - Chudoba, Rostislav A1 - Kuhlmann, Wolfram A1 - Butenweg, Christoph T1 - Ein internetbasiertes technisches Informationssystem zur Koordination und Präsentation des Sonderforschungsbereichs 532 T2 - Forum Bauinformatik 2001 - Junge Wissenschaftler Forschen / Richard Romberg .̤ (Hrsg.) (Fortschrittberichte VDI : Reihe 4, Bauingenieurwesen ; Nr. 169) Y1 - 2001 SN - 3-18-316904-5 SP - 94 EP - 101 PB - VDI-Verlag CY - Düsseldorf ER - TY - CHAP A1 - Michel, P. A1 - Zilligen, H. A1 - Rosin, J. A1 - Butenweg, Christoph T1 - Seismisches Verhalten pfahlgegründeter Tankbauwerke 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 - 181 EP - 188 PB - SGEB CY - Zürich 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 - Butenweg, Christoph A1 - Thierauf, Georg T1 - Optimum cost design of reinforced concrete structures using parallel computing T2 - Advances in computational mechanics with parallel and distributed processing : research papers presented at The First Euro-Conference on Parallel and Distributed Computing for Computational Mechanics, held at Lochinver, Scotland, between 26 April and 1 May 1997 / ed. by B. H. V. Topping Y1 - 1997 SN - 0-948749-47-4 SP - 197 EP - 202 PB - Saxe-Coburg Publication CY - Edinburgh ER - TY - CHAP A1 - Butenweg, Christoph A1 - Thierauf, Georg T1 - Optimum design of reinforced concrete structures T2 - Advances in computational structural mechanics : this volume contains a selection of papers presented at The First International Conference on Engineering Computational Technology and The Fourth International Conference on Computational Structures Technology, held in Edinburgh from 18-21 August 1998 / edited by B. H. V. Topping Y1 - 1998 SN - 0-948749-57-1 SP - 447 EP - 458 PB - Civil-Comp Press CY - Edinburgh ER - TY - CHAP A1 - Rochefort, E. de A1 - Verver, M. A1 - Grunendahl, A. A1 - Mooi, H. A1 - Butenweg, Christoph T1 - Detailed modelling of the lumbar spine for investigation of low back pain T2 - Digital Human Modeling for Design and Engineering Symposium : Iowa City, Iowa June 14-16, 2005. (SAE technical papers series ; 2005-1-2716) Y1 - 2005 U6 - https://doi.org/10.4271/2005-01-2716 SN - 0096-736X SP - 1 EP - 11 PB - SAE International CY - Warrendale, Pa. ER - TY - CHAP A1 - Meskouris, Konstantin A1 - Butenweg, Christoph T1 - Aktuelle Themen des Erdbebeningenieurwesens und der Baudynamik : D-A-CH-Tagung 2005 in Köln / K. Meskouris, Chr. Butenweg (Hrsg.). Organisiert von der Deutschen Gesellschaft für Erdbebeningenieurwesen und Baudynamik. T2 - DGEB-Publikation ; 13 Y1 - 2005 SN - 3-930108-09-7 PB - DGEB CY - Aachen ER - TY - CHAP A1 - Schmitt, Timo A1 - Rosin, Julia A1 - Butenweg, Christoph T1 - Seismic Impact And Design Of Buried Pipelines T2 - 16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018 N2 - Seismic design of buried pipeline systems for energy and water supply is not only important for plant and operational safety but also for the maintenance of the supply infrastructure after an earthquake. The present paper shows special issues of the seismic wave impacts on buried pipelines, describes calculation methods, proposes approaches and gives calculation examples. This paper regards the effects of transient displacement differences and resulting tensions within the pipeline due to the wave propagation of the earthquake. However, the presented model can also be used to calculate fault rupture induced displacements. Based on a three-dimensional Finite Element Model parameter studies are performed to show the influence of several parameters such as incoming wave angle, wave velocity, backfill height and synthetic displacement time histories. The interaction between the pipeline and the surrounding soil is modeled with non-linear soil springs and the propagating wave is simulated affecting the pipeline punctually, independently in time and space. Special attention is given to long-distance heat pipeline systems. Here, in regular distances expansion bends are arranged to ensure movements of the pipeline due to high temperature. Such expansion bends are usually designed with small bending radii, which during the earthquake lead to high bending stresses in the cross-section of the pipeline. Finally, an interpretation of the results and recommendations are given for the most critical parameters. Y1 - 2018 N1 - Paper No 10600 SP - 1 EP - 12 ER - TY - CHAP A1 - Rajan, S. A1 - Butenweg, Christoph A1 - Dalguer, L. A. A1 - An, J. H. A1 - Renault, P. A1 - Klinkel, S. T1 - Fragility curves for a three-storey reinforced concrete test structure of the international benchmark SMART 2013 T2 - 16th World Conference on Earthquake, 16WCEE 2017 Santiago Chile, January 9th to 13th 2017 Y1 - 2017 N1 - Paper No 2119 PB - Chilean Association on Seismology and Earthquake Engineering (ACHISINA) ER - TY - CHAP A1 - Butenweg, Christoph A1 - Marinkovic, Marko A1 - Fehling, Ekkehard A1 - Pfetzing, Thomas A1 - Kubalski, Thomas T1 - Experimental and Numerical Investigations of Reinforced Concrete Frames with Masonry Infills under Combined In- and Out-of-plane Seismic Loading T2 - 16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018 Y1 - 2018 N1 - Paper No 11477 SP - 1 EP - 12 ER - TY - CHAP A1 - Butenweg, Christoph A1 - Holtschoppen, Britta T1 - Seismic design of industrial facilities in Germany T2 - Seismic Design of Industrial Facilities : proceedings of the International Conference on Seismic Design of Industrial Facilities (SeDIF-Conference) : Aachen, 26. - 27.9.2013 Y1 - 2014 SN - 978-3-658-02809-1 ; 3-658-02809-2 (Print) ; 978-3-658-02810-7 (E-Book) U6 - https://doi.org/10.1007/978-3-658-02810-7_6 SP - 63 EP - 74 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Milkova, Kristina A1 - Rosin, Julia A1 - Butenweg, Christoph A1 - Dumova-Jovanoska, Elena T1 - Development of Seismic Vulnerability Curves for Region Specific Masonry Buildings T2 - 16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018 Y1 - 2018 N1 - Paper No 10522 SP - 1 EP - 10 ER - TY - CHAP A1 - Michel, Philipp A1 - Butenweg, Christoph A1 - Klinkel, Sven T1 - Frequency Dependent Impedance Analysis of the Foundation-Soil-Systems of Onshore Wind Turbines T2 - 16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018 Y1 - 2018 N1 - Paper No 11440 SP - 1 EP - 13 ER - TY - CHAP A1 - Rosin, J. A1 - Mykoniou, K. A1 - Butenweg, Christoph T1 - Analysis Of Base Isolated Liquid Storage Tanks With 3D Fsi-Analysis As Well As Simplified Approaches T2 - 16th World Conference on Earthquake Engineering, 16WCEE 2017 Santiago Chile, January 9th to 13th 2017 N2 - Tanks are preferably designed, for cost-saving reasons, as circular, cylindrical, thin-walled shells. In case of seismic excitation, these constructions are highly vulnerable to stability failures. An earthquake-resistant design of rigidly supported tanks for high seismic loading demands, however, uneconomic wall thicknesses. A cost-effective alternative can be provided by base isolation systems. In this paper, a simplified seismic design procedure for base isolated tanks is introduced, by appropriately modifying the standard mechanical model for flexible, rigidly supported tanks. The non-linear behavior of conventional base isolation systems becomes an integral part of a proposed simplified process, which enables the assessment of the reduced hydrodynamic forces acting on the tank walls and the corresponding stress distribution. The impulsive and convective actions of the liquid are taken into account. The validity of this approach is evaluated by employing a non-linear fluid-structure interaction algorithm of finite element method. Special focus is placed on the boundary conditions imposed from the base isolation and the resulting hydrodynamic pressures. Both horizontal and vertical component of ground motion are considered in order to study the principal effects of the base isolation on the pressure distribution of the tank walls. The induced rocking effects associated with elastomeric bearings are discussed. The results manifest that base isolated tanks can be designed for seismic loads by means of the proposed procedure with sufficient accuracy, allowing to dispense with numerically expensive techniques. KW - liquid storage tank KW - seismic isolation KW - elastomeric bearing KW - friction pendulum bearing KW - simplified approach Y1 - 2017 N1 - Paper No 2246 SP - 1 EP - 14 PB - Chilean Association on Seismology and Earthquake Engineering (ACHISINA) ER - TY - CHAP A1 - Butenweg, Christoph A1 - Marinkovic, Marko T1 - Damage reduction system for masonry infill walls under seismic loading T2 - ce/papers N2 - Reinforced concrete (RC) frames with masonry infills are frequently used in seismic regions all over the world. Generally masonry infills are considered as nonstructural elements and thus are typically neglected in the design process. However, the observations made after strong earthquakes have shown that masonry infills can modify the dynamic behavior of the structure significantly. The consequences were total collapses of buildings and loss of human lives. This paper presents the new system INODIS (Innovative Decoupled Infill System) developed within the European research project INSYSME (Innovative Systems for Earthquake Resistant Masonry Enclosures in RC Buildings). INODIS decouples the frame and the masonry infill by means of special U-shaped rubbers placed in between frame and infill. The effectiveness of the system was investigated by means of full scale tests on RC frames with masonry infills subjected to in-plane and out-of-plane loading. Furthermore small specimen tests were conducted to determine material characteristics of the components and the resistances of the connections. Finally, a micromodel was developed to simulate the in-plane behavior of RC frames infilled with AAC blocks with and without installation of the INODIS system. KW - earthquakes KW - in-plane and out-of-plane failure KW - INODIS KW - RC frames Y1 - 2018 U6 - https://doi.org/10.1002/cepa.863 N1 - Special Issue: ICAAC ‐ 6th International Conference on Autoclaved Aerated Concrete VL - 2 IS - 4 SP - 267 EP - 273 PB - Ernst & Sohn Verlag CY - Berlin ER - TY - CHAP A1 - Mistler, M. A1 - Butenweg, Christoph A1 - Anthoine, A. T1 - Evaluation of the failure criterion for masonry by homogenisation T2 - Proceedings of the Seventh International Conference on Computational Structures Technology : [Lisbon, Portugal, 7 - 9 September 2004] / ed. by B. H. V. Topping and C.A. Mota Soares Y1 - 2004 SN - 0-948749-95-4 U6 - https://doi.org/10.4203/ccp.79.201 PB - Civil-Comp Press CY - Stirling 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 - Marinkovic, Marko A1 - Butenweg, Christoph T1 - Innovative System for Earthquake Resistant Masonry Infill Walls T2 - 16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018 Y1 - 2018 N1 - Paper No 11479 SP - 1 EP - 12 ER - TY - CHAP A1 - Butenweg, Christoph A1 - Norda, Hannah ED - Adam, Christoph ED - Heuer, Rudolf ED - Lenhardt, Wolfgang ED - Schranz, Christian T1 - Nonlinear analysis of masonry structures according to Eurocode 8 T2 - Proceedings - Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics 2013 (VEESD 2013) Y1 - 2013 SN - 978-3-902749-04-8 N1 - Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics, Vienna, Austria, Paper No. 523 13. D-A-CH Tagung ; Vienna, Austria, 29. - 30. August 2013 http://hdl.handle.net/20.500.12188/15830 (Error - Cannot Connect to Server) ER - TY - CHAP A1 - Gellert, Christoph A1 - Norda, Hannah A1 - Butenweg, Christoph T1 - Nonlinear behaviour of masonry under cyclic loading T2 - 7th European Conference on Structural Dynamics, EURODYN 2008 : 7-9 July 2008, Southampton Y1 - 2008 SP - 1 EP - 12 ER - TY - CHAP A1 - Butenweg, Christoph A1 - Kleemann, Anne A1 - Altay, Okyay A1 - Renault, Philippe T1 - Simulation of impact-loads on reinforced concrete structural elements T2 - 22nd International Conference on Structural Mechanics in Reactor Technology 2013 : (SMiRT 22) ; San Francisco, California, USA, 18 - 23 August 2013 Y1 - 2013 SP - 1 EP - 10 ER - TY - CHAP A1 - Rosin, Julia A1 - Kubalski, Thomas A1 - Butenweg, Christoph ED - Klinkel, Sven ED - Butenweg, Christoph ED - Lin, Gao ED - Holtschoppen, Britta T1 - Seismic isolation of cylindrical liquid storage tanks T2 - Seismic design of industrial facilities N2 - Seismic excited liquid filled tanks are subjected to extreme loading due to hydrodynamic pressures, which can lead to nonlinear stability failure of the thinwalled cylindrical tanks, as it is known from past earthquakes. A significant reduction of the seismically induced loads can be obtained by the application of base isolation systems, which have to be designed carefully with respect to the modified hydrodynamic behaviour of the tank in interaction with the liquid. For this reason a highly sophisticated fluid-structure interaction model has to be applied for a realistic simulation of the overall dynamic system. In the following, such a model is presented and compared with the results of simplified mathematical models for rigidly supported tanks. Finally, it is examined to what extent a simple mechanical model can represent the behaviour of a base isolated tank in case of seismic excitation Y1 - 2013 SN - 978-3-658-02810-7 SN - 978-3-658-02809-1 SN - 978-3-658-14037-3 U6 - https://doi.org/10.1007/978-3-658-02810-7_36 N1 - International Conference on Seismic Design of Industrial Facilities, Aachen, Germany, 26.-27.09.2013. https://sedif-conference.jimdofree.com/ SP - 429 EP - 440 PB - Springer Vieweg CY - Wiesbaden 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 - Rosin, Julia A1 - Kubalski, Thomas A1 - Butenweg, Christoph T1 - Modellierung eines basisisolierten, zylindrischen Flüssigkeitstanks aus Stahl T2 - 13. D-A-CH Tagung für Erdbebeningenieurwesen und Baudynamik (D-A-CH 2013) : 29.-30. August 2013, Wien, Österreich Y1 - 2013 SP - 1 EP - 10 ER - TY - CHAP A1 - Butenweg, Christoph A1 - Kleemann, Anne A1 - Altay, Okyay T1 - Simulation von Impact Belastungen auf Stahlbetonstrukturen T2 - 13. D-A-CH Tagung für Erdbebeningenieurwesen und Baudynamik (D-A-CH 2013) : 29.-30. August 2013, Wien, Österreich Y1 - 2013 SP - 1 EP - 9 ER - TY - CHAP A1 - Butenweg, Christoph A1 - Kuhlmann, Winfried A1 - Lopez, M. A1 - Fernandez, S. T1 - Seismic vulnerability assessment of the Aachen Cathedral based on measurements and numerical simulations T2 - International Conference on Earthquake Engineering to mark 40 years from Catastrophic 1963 Skopje Earthquake, Skopje 2003 Y1 - 2003 SP - 1 EP - 8 ER -