@inproceedings{Butenweg2021,
  author    = {Butenweg, Christoph},
  title     = {Integrated approach for monitoring and management of buildings with digital building models and modern sensor technologies},
  series = {Civil Engineering 2021 - Achievements and Visions: Proceedings of the International Conferenecs celebrating 175th Anniversary of the Faculty of Civil Engineering, University of Belgrade, October 25 - 26, 2021 Belgrade, Serbia},
  booktitle = {Civil Engineering 2021 - Achievements and Visions: Proceedings of the International Conferenecs celebrating 175th Anniversary of the Faculty of Civil Engineering, University of Belgrade, October 25 - 26, 2021 Belgrade, Serbia},
  editor    = {Kuzmanović, Vladan and Ignjatović, Ivan},
  publisher = {University of Belgrade},
  address   = {Belgrade},
  year      = {2021},
  language  = {en}
}
@article{Butenweg2010,
  author    = {Butenweg, Christoph},
  title     = {Bewertung der Erdbebensicherheit von bestehenden Bauwerken},
  series = {{\"O}sterreichische Ingenieur- und Architekten-Zeitschrift : {\"O}IAZ ; Zeitschr. d. {\"O}IAV / {\"O}sterreichischer Ingenieur- und Architekten-Verein},
  volume    = {155},
  journal   = {{\"O}sterreichische Ingenieur- und Architekten-Zeitschrift : {\"O}IAZ ; Zeitschr. d. {\"O}IAV / {\"O}sterreichischer Ingenieur- und Architekten-Verein},
  number    = {1-3 und 4-6},
  publisher = {{\"O}AIV},
  address   = {Wien},
  issn      = {0721-9415},
  pages     = {11 -- 17},
  year      = {2010},
  language  = {de}
}
@inproceedings{ButenwegBettziecheKuhlmannetal.2005,
  author    = {Butenweg, Christoph and Bettzieche, Volker and Kuhlmann, Wolfram and Meskouris, Konstantin},
  title     = {Die baudynamische Beurteilung von Talsperren am Beispiel der F{\"u}rwiggetalsperre},
  series = {Berichte der Fachtagung Baustatik - Baupraxis 9 am 14. und 15. M{\"a}rz 2005 in Dresden / Institut f{\"u}r Statik und Dynamik der Tragwerke, TU Dresden, Deutschland},
  booktitle = {Berichte der Fachtagung Baustatik - Baupraxis 9 am 14. und 15. M{\"a}rz 2005 in Dresden / Institut f{\"u}r Statik und Dynamik der Tragwerke, TU Dresden, Deutschland},
  publisher = {Inst. f{\"u}r Statik und Dynamik der Tragwerke},
  address   = {Dresden},
  organization    = {Fachtagung Baustatik - Baupraxis <8, 2005, Dresden>},
  isbn      = {3-00-015456-6},
  pages     = {73 -- 84},
  year      = {2005},
  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}
}
@inproceedings{ButenwegBursiNardinetal.2021,
  author    = {Butenweg, Christoph and Bursi, Oreste S. and Nardin, Chiara and Lanese, Igor and Pavese, Alberto and Marinković, Marko and Paolacci, Fabrizio and Quinci, Gianluca},
  title     = {Experimental investigation on the seismic performance of a multi-component system for major-hazard industrial facilities},
  series = {Pressure Vessels \& Piping Virtual Conference July 13-15, 2021},
  booktitle = {Pressure Vessels \& Piping Virtual Conference July 13-15, 2021},
  publisher = {American Society of Mechanical Engineers (ASME)},
  address   = {New York},
  isbn      = {9780791885352},
  doi       = {10.1115/PVP2021-61696},
  pages     = {8 Seiten},
  year      = {2021},
  abstract  = {Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of the process equipment and multiple and simultaneous release of hazardous substances in industrial facilities. Nevertheless, the design of industrial plants is inadequately described in recent codes and guidelines, as they do not consider the dynamic interaction between the structure and the installations and thus the effect of seismic response of the installations on the response of the structure and vice versa. The current code-based approach for the seismic design of industrial facilities is considered not enough for ensure proper safety conditions against exceptional event entailing loss of content and related consequences. Accordingly, SPIF project (Seismic Performance of Multi-Component Systems in Special Risk Industrial Facilities) was proposed within the framework of the European H2020 - SERA funding scheme (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe). The objective of the SPIF project is the investigation of the seismic behaviour of a representative industrial structure equipped with complex process technology by means of shaking table tests. The test structure is a three-story moment resisting steel frame with vertical and horizontal vessels and cabinets, arranged on the three levels and connected by pipes. The dynamic behaviour of the test structure and of its relative several installations is investigated. Furthermore, both process components and primary structure interactions are considered and analyzed. Several PGA-scaled artificial ground motions are applied to study the seismic response at different levels. After each test, dynamic identification measurements are carried out to characterize the system condition. The contribution presents the experimental setup of the investigated structure and installations, selected measurement data and describes the obtained damage. Furthermore, important findings for the definition of performance limits, the effectiveness of floor response spectra in industrial facilities will be presented and discussed.},
  language  = {en}
}
@article{ButenwegBursiPaolaccietal.2021,
  author    = {Butenweg, Christoph and Bursi, Oreste S. and Paolacci, Fabrizio and Marinković, Marko and Lanese, Igor and Nardin, Chiara and Quinci, Gianluca},
  title     = {Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing},
  series = {Engineering Structures},
  volume    = {243},
  journal   = {Engineering Structures},
  number    = {15},
  editor    = {Yang, J.},
  publisher = {Elsevier},
  address   = {Amsterdam},
  issn      = {0141-0296},
  doi       = {10.1016/j.engstruct.2021.112681},
  year      = {2021},
  abstract  = {Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of process equipment and multiple and simultaneous release of hazardous substances. Nonetheless, current standards for seismic design of industrial facilities are considered inadequate to guarantee proper safety conditions against exceptional events entailing loss of containment and related consequences. On these premises, the SPIF project -Seismic Performance of Multi-Component Systems in Special Risk Industrial Facilities- was proposed within the framework of the European H2020 SERA funding scheme. In detail, the objective of the SPIF project is the investigation of the seismic behaviour of a representative industrial multi-storey frame structure equipped with complex process components by means of shaking table tests. Along this main vein and in a performance-based design perspective, the issues investigated in depth are the interaction between a primary moment resisting frame (MRF) steel structure and secondary process components that influence the performance of the whole system; and a proper check of floor spectra predictions. The evaluation of experimental data clearly shows a favourable performance of the MRF structure, some weaknesses of local details due to the interaction between floor crossbeams and process components and, finally, the overconservatism of current design standards w.r.t. floor spectra predictions.},
  language  = {en}
}
@techreport{ButenwegDargelHoechstetal.2012,
  author    = {Butenweg, Christoph and Dargel, H.-J. and H{\"o}chst, T. and Holtschoppen, B. and Schwarz, R. and Sippel, M.},
  title     = {Der Lastfall Erdbeben im Anlagenbau : Leitfaden : Entwurf, Bemessung und Konstruktion von Tragwerken und Komponenten in der chemischen Industrie in Anlehnung an die DIN EN 1998-1},
  publisher = {Verband der Chemischen Industrie e.V.},
  address   = {Frankfurt},
  pages     = {20 S.},
  year      = {2012},
  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}
}
@article{ButenwegEbenauKarvaneketal.2003,
  author    = {Butenweg, Christoph and Ebenau, C. and Karvanek, E. and Thierauf, G.},
  title     = {Bautechnische Pr{\"u}fung und Bau{\"u}berwachung der Arena 'Auf Schalke'},
  series = {Bauingenieur : die richtungsweisende Zeitschrift im Bauingenieurswesen ; offizielle Zeitschrift der VDI-Gesellschaft Bautechnik},
  volume    = {Bd. 78},
  journal   = {Bauingenieur : die richtungsweisende Zeitschrift im Bauingenieurswesen ; offizielle Zeitschrift der VDI-Gesellschaft Bautechnik},
  number    = {Nr. 5},
  issn      = {0005-6650},
  pages     = {215 -- 220},
  year      = {2003},
  language  = {de}
}
@article{ButenwegFehling2012,
  author    = {Butenweg, Christoph and Fehling, Ekkehard},
  title     = {Hintergrund f{\"u}r die vereinfachten Regeln bei Mauerwerksgeb{\"a}uden im Erdbebenfall},
  series = {Mauerwerk : European journal of masonry},
  volume    = {Volume 16},
  journal   = {Mauerwerk : European journal of masonry},
  number    = {Issue 3},
  publisher = {Wiley},
  address   = {Weinheim},
  issn      = {1437-1022 (E-Journal); 1432-3427 (Print)},
  doi       = {10.1002/dama.201200537},
  pages     = {127 -- 137},
  year      = {2012},
  abstract  = {Bei der Ausarbeitung des nationalen Anwendungsdokumentes zur DIN EN 1998-1 waren die in der ENV-Fassung enthaltenen vereinfachten Regeln im Lichte aktueller Forschungsergebnisse zu {\"u}berpr{\"u}fen und zu {\"u}berarbeiten. Die gleiche Aufgabe stellte sich auch f{\"u}r die Neufassung der DIN 4149. In beiden F{\"a}llen sind neben konstruktiven Regeln f{\"u}r die Art und Anordnung der zur Geb{\"a}udeaussteifung heranzuziehenden W{\"a}nde im Grundriss Tabellen enthalten, die unter bestimmten Bedingungen den Entfall eines rechnerischen Nachweises der Tragw{\"a}nde im Erdbebenfall erm{\"o}glichen. Dies ist f{\"u}r Schwachbebengebiete, wie sie in Deutschland und anderen L{\"a}ndern Mitteleuropas anzutreffen sind, sinnvoll, um unn{\"o}tigen Rechenaufwand sowie Probleme mit der F{\"u}hrbarkeit von Nachweisen so weit wie m{\"o}glich auszuschalten. Im vorliegenden Beitrag werden die Hintergr{\"u}nde der vereinfachten Regeln diskutiert und die Ergebnisse der Anwendung mit verschiedenen Rechenverfahren verglichen und bewertet.},
  language  = {de}
}
@article{ButenwegFaeckeFehlingetal.2010,
  author    = {Butenweg, Christoph and F{\"a}cke, Andreas and Fehling, Ekkehard and Gellert, Christoph and Gierga, Michael and Meyer, Udo and R{\"u}tschlin, Andreas H. and St{\"u}rz, Jochen},
  title     = {Energieeffizient und erdbebensicher Bauen mit monolithischem Ziegelmauerwerk},
  series = {Mauerwerk : European journal of masonry},
  volume    = {14},
  journal   = {Mauerwerk : European journal of masonry},
  number    = {1},
  publisher = {Ernst \& Sohn},
  address   = {Berlin},
  issn      = {1432-3427},
  doi       = {10.1002/dama.201000456},
  pages     = {3 -- 9},
  year      = {2010},
  abstract  = {Moderne Bauwerke m{\"u}ssen heute eine hohe energetische Leistungsf{\"a}higkeit aufweisen und gleichzeitig alle einwirkenden Lasten sicher abtragen. Dies stellt insbesondere in Erdbebengebieten hohe Anforderungen an die verwendeten Baustoffe. Am baupraktischen Beispiel einer Doppelhaush{\"a}lfte wird demonstriert, dass die Symbiose aus energieeffizientem und gleichzeitig erdbebensicherem Bauen in der h{\"o}chsten deutschen Erdbebenzone mit monolithischem Ziegelmauerwerk gut realisierbar ist. Als Ziegelmauerwerk werden f{\"u}r die Außenw{\"a}nde w{\"a}rmetechnisch optimierte Hochlochziegel verwendet, die sowohl die Anforderungen der Energieeinsparverordnung 2009 als auch die Anforderungen an Mauerwerkbaustoffe nach den aktuellen Erdbebennormen erf{\"u}llen. Der Erdbebennachweis der Doppelhaush{\"a}lfte erfolgt mit einem nichtlinearen Nachweisverfahren, das f{\"u}r eine einfache praktische Anwendung programmtechnisch umgesetzt wurde. F{\"u}r den Nachweis wurden aus zyklischen Schubwandversuchen ermittelte Last-Verformungskurven verwendet. Das gesamte in Deutschland noch nicht normativ geregelte Nachweiskonzept wurde im Rahmen einer Zustimmung im Einzelfall gepr{\"u}ft und genehmigt.},
  language  = {de}
}
@inproceedings{ButenwegGajewskiThierauf1999,
  author    = {Butenweg, Christoph and Gajewski, R. and Thierauf, Georg},
  title     = {A practical approach for the optimum design of reinforced concrete structures},
  series = {Developments in computational mechanics with high performance computing : [papers presented at the Third Euro-Conference on Parallel and Distributed Computing for Computational Mechanics, held in Weimar, Germany between 20 - 25 March 1999] / ed. by B. H. V. Topping},
  booktitle = {Developments in computational mechanics with high performance computing : [papers presented at the Third Euro-Conference on Parallel and Distributed Computing for Computational Mechanics, held in Weimar, Germany between 20 - 25 March 1999] / ed. by B. H. V. Topping},
  publisher = {Civil-Comp Press},
  address   = {Edinburgh},
  organization    = {Euro-Conference on Parallel and Distributed Computing for Computational Mechanics <3, 1999, Weimar>},
  isbn      = {0-94-8749-59-8},
  pages     = {245 -- 250},
  year      = {1999},
  language  = {en}
}
@article{ButenwegGellert2012,
  author    = {Butenweg, Christoph and Gellert, Christoph},
  title     = {Integrale Geb{\"a}udeplanung am Beispiel eines Geschossbaus in Ziegelmauerwerk},
  series = {Mauerwerk : European journal of masonry},
  volume    = {Volume 16},
  journal   = {Mauerwerk : European journal of masonry},
  number    = {5},
  publisher = {Wiley},
  address   = {Weinheim},
  issn      = {1437-1022 (E-Journal); 1432-3427 (Print)},
  doi       = {10.1002/dama.201200550},
  pages     = {247 -- 254},
  year      = {2012},
  abstract  = {Moderne Mauerwerksbauten m{\"u}ssen nach heutigen Anforderungen architektonisch, statisch, energetisch sowie schall- und brandschutztechnisch optimal ausgelegt sein. Aufgrund der Komplexit{\"a}t und engen Verzahnung der einzelnen Anforderungen ist eine integrale Geb{\"a}udeplanung zur Erzielung einer qualitativ hochwertigen Bauwerksl{\"o}sung unbedingt notwendig. Diese erfordert von den Fachplanern vertieftes Spezialwissen in den verschiedenen Bereichen, um insbesondere die Schnittstellen und Bauwerksdetails korrekt zu planen und auszuf{\"u}hren. Der Beitrag stellt die integrale Geb{\"a}udeplanung am Beispiel eines Geschossbaus in Ziegelbauweise mit L{\"o}sungen f{\"u}r wesentliche Detailpunkte vor},
  language  = {de}
}
@article{ButenwegGellert2013,
  author    = {Butenweg, Christoph and Gellert, Christoph},
  title     = {Nichtlinearer Nachweis von Mauerwerksbauten},
  series = {Mauerwerk : European journal of masonry},
  volume    = {Volume 17},
  journal   = {Mauerwerk : European journal of masonry},
  number    = {Issue 3},
  publisher = {Wiley},
  address   = {Weinheim},
  issn      = {1437-1022 (E-Journal); 1432-3427 (Print)},
  doi       = {10.1002/dama.201300575},
  pages     = {166 -- 171},
  year      = {2013},
  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}
}
@inproceedings{ButenwegGellert2008,
  author    = {Butenweg, Christoph and Gellert, Christoph},
  title     = {Displacement based design of masonry structures},
  series = {Proceedings of the 14th International Brick and Block Masonry Conference : (Incorporating the 8th Australasian Masonry Conference) : Sydney, Australia, 13.-20. February 2008 / ed. Mark Masia ...},
  booktitle = {Proceedings of the 14th International Brick and Block Masonry Conference : (Incorporating the 8th Australasian Masonry Conference) : Sydney, Australia, 13.-20. February 2008 / ed. Mark Masia ...},
  publisher = {University of Newcastle},
  address   = {Callaghan},
  organization    = {International Brick and Block Masonry Conference <14, 2008, Sydney>},
  isbn      = {978-19-2070-1-92-5},
  pages     = {1 -- 10},
  year      = {2008},
  language  = {en}
}
@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}
}
@article{ButenwegGellertKranzler2008,
  author    = {Butenweg, Christoph and Gellert, Christoph and Kranzler, Thomas},
  title     = {Pseudo-dynamische Versuche an Reihenmittelh{\"a}usern - Vergleich mit aktuellen Berechnungsans{\"a}tzen},
  series = {Mauerwerk : European journal of masonry},
  volume    = {Volume 12},
  journal   = {Mauerwerk : European journal of masonry},
  number    = {Issue 6},
  issn      = {1437-1022 (E-Journal); 1432-3427 (Print)},
  doi       = {10.1002/dama.200800397},
  pages     = {315 -- 326},
  year      = {2008},
  language  = {de}
}
@article{ButenwegGellertMeskouris2007,
  author    = {Butenweg, Christoph and Gellert, Christoph and Meskouris, Konstantin},
  title     = {Mauerwerksw{\"a}nde unter zyklischer Schubbeanspruchung},
  series = {Mauerwerk : European journal of masonry},
  volume    = {Volume 11},
  journal   = {Mauerwerk : European journal of masonry},
  number    = {Issue 6},
  issn      = {1437-1022 (E-Journal); 1432-3427 (Print)},
  doi       = {10.1002/dama.200700356},
  pages     = {356 -- 362},
  year      = {2007},
  language  = {de}
}