@incollection{AltayTaddeiButenwegetal.2014, author = {Altay, Okyay and Taddei, Francesca and Butenweg, Christoph and Klinkel, Sven}, title = {Vibration mitigation of wind turbine towers with tuned mass dampers}, series = {Wind turbine control and monitoring. (Advances in industrial control)}, booktitle = {Wind turbine control and monitoring. (Advances in industrial control)}, publisher = {Springer}, address = {Cham ; Heidelberg ; New York ; Dordrecht ; London}, isbn = {978-3-319-08412-1 (Print) ; 978-3-319-08413-8 (E-Book)}, doi = {10.1007/978-3-319-08413-8_12}, pages = {337 -- 373}, year = {2014}, abstract = {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.}, language = {en} } @incollection{Butenweg2017, author = {Butenweg, Christoph}, title = {Passt, wackelt und hat Luft: Mauerwerksbauten aus Leichtbeton in Erdbebengebieten}, series = {Beton-Bauteile, 65. Ausgabe (2017): Entwerfen - Planen - Ausf{\"u}hren}, booktitle = {Beton-Bauteile, 65. Ausgabe (2017): Entwerfen - Planen - Ausf{\"u}hren}, publisher = {Bauverl.}, address = {G{\"u}tersloh}, isbn = {978-3-7625-3676-5}, pages = {136 -- 140}, year = {2017}, language = {de} } @incollection{ButenwegBollenbeck2003, author = {Butenweg, Christoph and Bollenbeck, S.}, title = {Mauerwerksbauten}, series = {Bauwerke und Erdbeben / Konstantin Meskouris ; Klaus-G. Hinzen}, booktitle = {Bauwerke und Erdbeben / Konstantin Meskouris ; Klaus-G. Hinzen}, publisher = {Vieweg + Teubner}, address = {Wiesbaden}, isbn = {3-528-02574-3 (Print) ; 978-3-322-96831-9 (E-Book)}, doi = {10.1007/978-3-322-96831-9_7}, pages = {385 -- 397}, year = {2003}, language = {de} } @incollection{ButenwegBollenbeck2003, author = {Butenweg, Christoph and Bollenbeck, S.}, title = {Mauerwerksbauten unter Erdbebenbelastung}, series = {Bauwerke und Erdbeben}, booktitle = {Bauwerke und Erdbeben}, publisher = {Vieweg}, address = {Wiesbaden}, isbn = {3-528-02574-3}, pages = {385 -- 397}, year = {2003}, language = {de} } @incollection{ButenwegEbenau1996, author = {Butenweg, Christoph and Ebenau, C.}, title = {Entwicklung eines objekt-orientierten FE-Programms}, series = {Forum Bauinformatik - Junge Wissenschaftler forschen, Cottbus '96}, booktitle = {Forum Bauinformatik - Junge Wissenschaftler forschen, Cottbus '96}, publisher = {VDI-Verlag}, address = {D{\"u}sseldorf}, isbn = {978-3-18-313504-2}, pages = {60 -- 65}, year = {1996}, language = {de} } @incollection{ButenwegGellert2007, author = {Butenweg, Christoph and Gellert, Christoph}, title = {Berechnung und Bemessung von durch Erdbeben beanspruchten Mauerwerksbauten nach DIN 4149 (04.2005)}, series = {Mauerwerksbau-Praxis / Schubert ; Schneider ; Schoch (Hrsg.)}, booktitle = {Mauerwerksbau-Praxis / Schubert ; Schneider ; Schoch (Hrsg.)}, publisher = {Werner Verlag}, address = {Berlin}, isbn = {3-9343-6938-3 ; 978-3-9343-6938-2}, pages = {363 -- 393}, year = {2007}, language = {de} } @incollection{ButenwegGellert2009, author = {Butenweg, Christoph and Gellert, Christoph}, title = {Erdbebenberechnung von Mauerwerksbauten nach DIN EN 1998-1 (12.2010)}, series = {Mauerwerksbau-Praxis / Schubert; Schneider; Schoch (Hrsg.)}, booktitle = {Mauerwerksbau-Praxis / Schubert; Schneider; Schoch (Hrsg.)}, publisher = {Bauwerk}, address = {Berlin}, isbn = {978-3-89932-217-0}, pages = {299 -- 343}, year = {2009}, language = {de} } @incollection{ButenwegGellertMeyer2010, author = {Butenweg, Christoph and Gellert, Christoph and Meyer, Udo}, title = {Erdbebenbemessung bei Mauerwerksbauten}, series = {Mauerwerk-Kalender 2010: Normen f{\"u}r Bemessung und Ausf{\"u}hrung}, booktitle = {Mauerwerk-Kalender 2010: Normen f{\"u}r Bemessung und Ausf{\"u}hrung}, publisher = {Ernst \& Sohn}, address = {Berlin}, isbn = {3-433-60040-6 ; 978-3-433-60040-5}, doi = {10.1002/9783433600405.ch7}, pages = {141 -- 167}, year = {2010}, language = {de} } @incollection{ButenwegGellertMeyer2021, author = {Butenweg, Christoph and Gellert, Christoph and Meyer, Udo}, title = {Erdbebenbemessung bei Mauerwerksbauten}, series = {Mauerwerk Kalender 2021: Kunststoffverankerungen Digitalisierung im Mauerwerksbau}, booktitle = {Mauerwerk Kalender 2021: Kunststoffverankerungen Digitalisierung im Mauerwerksbau}, publisher = {Ernst \& Sohn}, address = {Berlin}, isbn = {9783433032930}, doi = {10.1002/9783433610732.ch12}, pages = {329 -- 355}, year = {2021}, abstract = {Der vorliegende Beitrag stellt den seismischen Nachweis von Mauerwerksbauten in Deutschland auf Grundlage der DIN EN 1998-1/NA vor, wobei auch die wesentlichen {\"A}nderungen zu der Norm DIN 4149 vergleichend erl{\"a}utert werden. Vorgestellt werden die Definition der Erdbebeneinwirkung, das seismische Verhalten von Mauerwerksbauten und die Erl{\"a}uterung der Rechenverfahren. Darauf aufbauend wird die Anwendung an drei Praxisbeispielen demonstriert.}, language = {de} } @incollection{ButenwegHoltschoppen2019, author = {Butenweg, Christoph and Holtschoppen, Britta}, title = {Seismic design of structures and components in industrial units}, series = {Structural Dynamics with Applications in Earthquake and Wind Engineering}, booktitle = {Structural Dynamics with Applications in Earthquake and Wind Engineering}, publisher = {Springer}, address = {Berlin}, isbn = {978-3-662-57550-5}, doi = {10.1007/978-3-662-57550-5_5}, pages = {359 -- 481}, year = {2019}, abstract = {Industrial units consist of the primary load-carrying structure and various process engineering components, the latter being by far the most important in financial terms. In addition, supply structures such as free-standing tanks and silos are usually required for each plant to ensure the supply of material and product storage. Thus, for the earthquake-proof design of industrial plants, design and construction rules are required for the primary structures, the secondary structures and the supply structures. Within the framework of these rules, possible interactions of primary and secondary structures must also be taken into account. Importance factors are used in seismic design in order to take into account the usually higher risk potential of an industrial unit compared to conventional building structures. Industrial facilities must be able to withstand seismic actions because of possibly wide-ranging damage consequences in addition to losses due to production standstill and the destruction of valuable equipment. The chapter presents an integrated concept for the seismic design of industrial units based on current seismic standards and the latest research results. Special attention is devoted to the seismic design of steel thin-walled silos and tank structures.}, language = {en} } @incollection{ButenwegKlinkel2014, author = {Butenweg, Christoph and Klinkel, Sven}, title = {Dynamisches Verhalten von Stahlbetonplatten unter Impact-Belastungen}, series = {Massivbau im Wandel : Festschrift zum 60. Geburtstag von Josef Hegger}, booktitle = {Massivbau im Wandel : Festschrift zum 60. Geburtstag von Josef Hegger}, publisher = {Ernst}, address = {Berlin}, isbn = {3-939051-20-9}, pages = {369 -- 380}, year = {2014}, language = {de} } @incollection{ButenwegKubalskiMarinkovicetal.2016, author = {Butenweg, Christoph and Kubalski, Thomas and Marinkovic, Marko and Pfetzing, Thomas and Ismail, Mohammed and Fehling, Ekkehard}, title = {Ausfachungen aus Ziegelmauerwerk}, series = {Mauerwerk-Kalender 2016: Baustoffe, Sanierung, Eurocode-Praxis}, booktitle = {Mauerwerk-Kalender 2016: Baustoffe, Sanierung, Eurocode-Praxis}, publisher = {Ernst \& Sohn}, address = {Berlin}, isbn = {978-3-433-03131-5}, year = {2016}, language = {de} } @incollection{ButenwegNorda2014, author = {Butenweg, Christoph and Norda, H.}, title = {Erdbebenberechnung von Mauerwerksbauten nach DIN EN 1998-1:2010-12}, series = {Mauerwerksbau-Praxis nach Eurocode / Schubert, Schneider, Schoch (Hrsg.). - 3., vollst{\"a}ndig {\"u}berarbeitete Auflage}, booktitle = {Mauerwerksbau-Praxis nach Eurocode / Schubert, Schneider, Schoch (Hrsg.). - 3., vollst{\"a}ndig {\"u}berarbeitete Auflage}, publisher = {Beuth}, address = {Berlin, Wien, Z{\"u}rich}, isbn = {978-3-410-22739-7}, pages = {367 -- 412}, year = {2014}, language = {de} } @incollection{ButenwegRoeser2012, author = {Butenweg, Christoph and Roeser, W.}, title = {Erdbebenbemessung von Stahlbetontragwerken nach DIN EN 1998-1}, series = {Stahlbetonbau aktuell : Praxishandbuch}, booktitle = {Stahlbetonbau aktuell : Praxishandbuch}, publisher = {Beuth}, address = {Berlin}, isbn = {978-3-410-21932-3 (Print) ; 978-341-02193-3-0 (E-Book)}, pages = {A.1 -- A.43}, year = {2012}, language = {de} } @incollection{ButenwegRoeser2016, author = {Butenweg, Christoph and Roeser, W.}, title = {Auslegung von Bauwerken gegen Erdbeben - Rechenbeispiele}, series = {Stahlbetonbau aktuell 2016 : Praxishandbuch / herausgegeben von: Prof. Dr.-Ing. Josef Hegger, Prof. Dr.-Ing. habil. Peter Mark}, booktitle = {Stahlbetonbau aktuell 2016 : Praxishandbuch / herausgegeben von: Prof. Dr.-Ing. Josef Hegger, Prof. Dr.-Ing. habil. Peter Mark}, publisher = {Beuth Verlag GmbH}, address = {Berlin ; Wien ; Z{\"u}rich}, isbn = {978-3-410-25202-3 (Print) ; 978-3-410-25203-0 (E-Book)}, year = {2016}, language = {de} } @incollection{ButenwegThierauf1999, author = {Butenweg, Christoph and Thierauf, G.}, title = {Automatic design of reinforced concrete structures with parallel computing}, series = {Innovative computational methods for structural mechanics}, booktitle = {Innovative computational methods for structural mechanics}, editor = {Papadrakakis, M. and Topping, B.H.V.}, publisher = {Saxe-Coburg Publication}, address = {Edinburgh}, isbn = {1-874672-05-9}, doi = {10.4203/csets.1.14}, pages = {305 -- 318}, year = {1999}, abstract = {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.}, language = {en} } @incollection{GiresiniButenweg2019, author = {Giresini, Linda and Butenweg, Christoph}, title = {Earthquake resistant design of structures according to Eurocode 8}, series = {Structural Dynamics with Applications in Earthquake and Wind Engineering}, booktitle = {Structural Dynamics with Applications in Earthquake and Wind Engineering}, publisher = {Springer}, address = {Berlin}, isbn = {978-3-662-57550-5 (Online)}, doi = {10.1007/978-3-662-57550-5_4}, pages = {197 -- 358}, year = {2019}, abstract = {The chapter initially provides a summary of the contents of Eurocode 8, its aim being to offer both to the students and to practising engineers an easy introduction into the calculation and dimensioning procedures of this earthquake code. Specifically, the general rules for earthquake-resistant structures, the definition of design response spectra taking behaviour and importance factors into account, the application of linear and non-linear calculation methods and the structural safety verifications at the serviceability and ultimate limit state are presented. The application of linear and non-linear calculation methods and corresponding seismic design rules is demonstrated on practical examples for reinforced concrete, steel and masonry buildings. Furthermore, the seismic assessment of existing buildings is discussed and illustrated on the example of a typical historical masonry building in Italy. The examples are worked out in detail and each step of the design process, from the preliminary analysis to the final design, is explained in detail.}, language = {en} } @incollection{GkatzogiasVeljkovivPohorylesetal.2022, author = {Gkatzogias, Konstantinos and Veljkoviv, Ana and Pohoryles, Daniel A. and Tsionis, Georgios and Bournas, Dionysios A. and Crowley, Helen and Norl{\´e}n, Hedvig and Butenweg, Christoph and Gervasio, Helena and Manfredi, Vincenzo and Masi, Angelo and Zaharieva, Roumiana}, title = {Policy practice and regional impact assessment for building renovation}, series = {REEBUILD Integrated Techniques for the Seismic Strengthening \& Energy Efficiency of Existing Buildings}, booktitle = {REEBUILD Integrated Techniques for the Seismic Strengthening \& Energy Efficiency of Existing Buildings}, editor = {Gkatzogias, Konstantinos and Tsionis, Georgios}, publisher = {Publications Office of the European Union}, address = {Luxembourg}, isbn = {978-92-76-60454-9}, issn = {1831-9424}, doi = {10.2760/883122}, pages = {1 -- 68}, year = {2022}, abstract = {The work presented in this report provides scientific support to building renovation policies in the EU by promoting a holistic point of view on the topic. Integrated renovation can be seen as a nexus between European policies on disaster resilience, energy efficiency and circularity in the building sector. An overview of policy measures for the seismic and energy upgrading of buildings across EU Member States identified only a few available measures for combined upgrading. Regulatory framework, financial instruments and digital tools similar to those for energy renovation, together with awareness and training may promote integrated renovation. A framework for regional prioritisation of building renovation was put forward, considering seismic risk, energy efficiency, and socioeconomic vulnerability independently and in an integrated way. Results indicate that prioritisation of building renovation is a multidimensional problem. Depending on priorities, different integrated indicators should be used to inform policies and accomplish the highest relative or most spread impact across different sectors. The framework was further extended to assess the impact of renovation scenarios across the EU with a focus on priority regions. Integrated renovation can provide a risk-proofed, sustainable, and inclusive built environment, presenting an economic benefit in the order of magnitude of the highest benefit among the separate interventions. Furthermore, it presents the unique capability of reducing fatalities and energy consumption at the same time and, depending on the scenario, to a greater extent.}, language = {en} } @incollection{KuhlmannBettziecheRoesleretal.2005, author = {Kuhlmann, W. and Bettzieche, V. and Roesler, F. and Butenweg, Christoph and K{\"o}nke, C. and Meskouris, Konstantin}, title = {Baudynamische Untersuchung von Talsperren des Ruhrverbandes}, series = {Neubewertung der Erdbebensicherheit von Talsperren in Deutschland : DGEB-Workshop, 28. November 2003 in Potsdam = Assessment of the seismic safety of dams in Germany / organisiert von der Deutschen Gesellschaft f{\"u}r Erdbebeningenieurwesen und Baudynamik. K. Meskouris ... (Hrsg.) (DGEB-Publikation ; Nr. 12)}, booktitle = {Neubewertung der Erdbebensicherheit von Talsperren in Deutschland : DGEB-Workshop, 28. November 2003 in Potsdam = Assessment of the seismic safety of dams in Germany / organisiert von der Deutschen Gesellschaft f{\"u}r Erdbebeningenieurwesen und Baudynamik. K. Meskouris ... (Hrsg.) (DGEB-Publikation ; Nr. 12)}, publisher = {DGEB}, address = {Aachen}, isbn = {3-930108-08-9}, pages = {37 -- 48}, year = {2005}, language = {de} } @incollection{KuhlmannButenwegMeskourisetal.2012, author = {Kuhlmann, Wolfram and Butenweg, Christoph and Meskouris, Konstantin and Kempen, Thomas}, title = {Simulation des Tragverhaltens des Aachener Doms im Erdbebenfall}, series = {Die karolingische Pfalzkapelle in Aachen : Material, Bautechnik, Restaurierung. (Arbeitshefte der rheinischen Denkmalpflege ; 78)}, booktitle = {Die karolingische Pfalzkapelle in Aachen : Material, Bautechnik, Restaurierung. (Arbeitshefte der rheinischen Denkmalpflege ; 78)}, publisher = {Wernersche Verlags-Gesellschaft}, address = {Worms}, isbn = {978-3-88462-325-1}, pages = {237 -- 248}, year = {2012}, language = {de} }