@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}
}
@inproceedings{LoschButenweg1999,
  author    = {Losch, S. and Butenweg, Christoph},
  title     = {Qualit{\"a}tsgesteuerte Bemessung von Stahlbetontragwerken mit der FE-Methode},
  series = {11. Forum Bauinformatik Darmstadt '99 : [Beitr{\"a}ge der Forumsteilnehmer, die im Rahmen des 11. Forums Bauinformatik vom 22. bis 24. September 1999 in Darmstadt ihre Forschung pr{\"a}sentiert ...] / Tobias Kuhn ... (Hrsg.) (Fortschritt-Berichte VDI : Reihe 4 Bauingenieurwesen ; Nr. 156)},
  booktitle = {11. Forum Bauinformatik Darmstadt '99 : [Beitr{\"a}ge der Forumsteilnehmer, die im Rahmen des 11. Forums Bauinformatik vom 22. bis 24. September 1999 in Darmstadt ihre Forschung pr{\"a}sentiert ...] / Tobias Kuhn ... (Hrsg.) (Fortschritt-Berichte VDI : Reihe 4 Bauingenieurwesen ; Nr. 156)},
  publisher = {VDI-Verlag},
  address   = {D{\"u}sseldorf},
  organization    = {Forum Bauinformatik <11, 1999, Darmstadt>},
  isbn      = {3-18-315604-0},
  pages     = {208 -- 215},
  year      = {1999},
  language  = {de}
}
@inproceedings{LuBeyerBosiljkovetal.2016,
  author    = {Lu, S. and Beyer, K. and Bosiljkov, V. and Butenweg, Christoph and D'Ayala, D. and Degee, H. and Gams, M. and Klouda, J. and Lagomarsino, S. and Penna, A. and Mojsilovic, N. and da Porto, F. and Sorrentino, L. and Vintzileou, E.},
  title     = {Next generation of Eurocode 8, masonry chapter},
  series = {Brick and Block Masonry Proceedings of the 16th International Brick and Block Masonry Conference, Padova, Italy, 26-30 June 2016},
  booktitle = {Brick and Block Masonry Proceedings of the 16th International Brick and Block Masonry Conference, Padova, Italy, 26-30 June 2016},
  editor    = {Modena, Claudio and da Porto, F. and Valluzzi, M.R.},
  publisher = {Taylor \& Francis},
  address   = {London},
  isbn      = {978-1-138-02999-6 (Print)},
  pages     = {695 -- 700},
  year      = {2016},
  abstract  = {This paper describes the procedure on the evaluation of the masonry chapter for the next generation of Eurocode 8, the European Standard for earthquake-resistant design. In CEN, TC 250/SC8, working group WG 1 has been established to support the subcommittee on the topic of masonry on both design of new structures (EN1998-1) and assessment of existing structures (EN1998-3). The aim is to elaborate suggestions for amendments which fit the current state of the art in masonry and earthquake-resistant design. Focus will be on modelling, simplified methods, linear-analysis (q-values, overstrength-values), nonlinear procedures, out-of-plane design as well as on clearer definition of limit states. Beside these, topics related to general material properties, reinforced masonry, confined masonry, mixed structures and non-structural infills will be covered too. This paper presents the preliminary work and results up to the submission date.},
  language  = {en}
}
@article{MarinkovicButenweg2020,
  author    = {Marinkovic, Marko and Butenweg, Christoph},
  title     = {Ausfachungen aus Ziegelmauerwerk in Stahlbetonrahmentragwerken unter Erdbebenbeanspruchung},
  series = {Mauerwerk},
  volume    = {24},
  journal   = {Mauerwerk},
  number    = {4},
  publisher = {Wiley},
  address   = {Weinheim},
  issn      = {1437-1022},
  doi       = {10.1002/dama.202000011},
  pages     = {194 -- 205},
  year      = {2020},
  abstract  = {Stahlbetonrahmentragwerke mit Ausfachungen aus Mauerwerk weisen nach Erdbeben h{\"a}ufig schwere Sch{\"a}den auf. Gr{\"u}nde hierf{\"u}r sind die Beanspruchungen der Ausfachungsw{\"a}nde durch die aufgezwungenen Rahmenverformungen in Wandebene und die gleichzeitig auftretenden Tr{\"a}gheitskr{\"a}fte senkrecht zur Wandebene in Kombination mit der konstruktiven Ausf{\"u}hrung des Ausfachungsmauerwerks. Die Ausfachung wird in der Regel knirsch gegen die Rahmenst{\"u}tzen gemauert, wobei der Verschluss der oberen Fuge mit M{\"o}rtel oder Montageschaum erfolgt. Dadurch kommt es im Erdbebenfall zu lokalen Interaktionen zwischen Ausfachung und Rahmen, die in der Folge zu einem Versagen einzelner Ausfachungsw{\"a}nde oder zu einem sukzessiven Versagen des Gesamtgeb{\"a}udes f{\"u}hren k{\"o}nnen. Die beobachteten Sch{\"a}den waren die Motivation daf{\"u}r, in dem europ{\"a}ischen Forschungsprojekt INSYSME f{\"u}r Stahlbetonrahmentragwerke mit Ausfachungen aus hochw{\"a}rmed{\"a}mmenden Ziegelmauerwerk innovative L{\"o}sungen zur Verbesserung des seismischen Verhaltens zu entwickeln. Der vorliegende Beitrag stellt die im Rahmen des Projekts von den deutschen Projektpartnern (Universit{\"a}t Kassel, SDA-engineering GmbH) entwickelten L{\"o}sungen vor und vergleicht deren seismisches Verhalten mit der traditionellen Ausf{\"u}hrung der Ausfachungsw{\"a}nde. Grundlage f{\"u}r den Vergleich sind statisch-zyklische Wandversuche und Simulationen auf Wandebene. Aus den Ergebnissen werden Empfehlungen f{\"u}r die erdbebensichere Auslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk abgeleitet.},
  language  = {de}
}
@article{MarinkovicButenweg2020,
  author    = {Marinkovic, Marko and Butenweg, Christoph},
  title     = {Earthquake-proof system for masonry infills in RC frame structures},
  series = {International Journal of Masonry Research and Innovation},
  volume    = {5},
  journal   = {International Journal of Masonry Research and Innovation},
  number    = {2},
  publisher = {Inderscience Enterprises},
  address   = {Olney, Bucks},
  issn      = {2056-9467},
  doi       = {10.1504/IJMRI.2020.106328},
  pages     = {185 -- 208},
  year      = {2020},
  language  = {de}
}
@article{MarinkovicButenweg2019,
  author    = {Marinkovic, Marko and Butenweg, Christoph},
  title     = {Innovative decoupling system for the seismic protection of masonry infill walls in reinforced concrete frames},
  series = {Engineering Structures},
  volume    = {197},
  journal   = {Engineering Structures},
  number    = {Article 109435},
  publisher = {Elsevier},
  address   = {Amsterdam},
  issn      = {0141-0296},
  doi       = {10.1016/j.engstruct.2019.109435},
  year      = {2019},
  language  = {en}
}
@inproceedings{MarinkovicButenweg2018,
  author    = {Marinkovic, Marko and Butenweg, Christoph},
  title     = {Innovative System for Earthquake Resistant Masonry Infill Walls},
  series = {16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018},
  booktitle = {16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018},
  pages     = {1 -- 12},
  year      = {2018},
  language  = {en}
}
@inproceedings{MarinkovicButenweg2020,
  author    = {Marinkovic, Marko and Butenweg, Christoph},
  title     = {Seismic behaviour of RC frames with uncoupled masonry infills having two storeys or two bays},
  series = {17th International Conference -From historical to sustainable masonry, Krakow, Poland, July 5-8, 2020},
  booktitle = {17th International Conference -From historical to sustainable masonry, Krakow, Poland, July 5-8, 2020},
  doi       = {10.1201/9781003098508-72},
  pages     = {1 -- 7},
  year      = {2020},
  language  = {en}
}
@article{MarinkovicButenweg2022,
  author    = {Marinkovic, Marko and Butenweg, Christoph},
  title     = {Numerical analysis of the in-plane behaviour of decoupled masonry infilled RC frames},
  series = {Engineering Structures},
  volume    = {272},
  journal   = {Engineering Structures},
  number    = {1},
  publisher = {Elsevier},
  address   = {Amsterdam},
  issn      = {0141-0296},
  doi       = {10.1016/j.engstruct.2022.114959},
  pages     = {18 Seiten},
  year      = {2022},
  abstract  = {Damage of reinforced concrete (RC) frames with masonry infill walls has been observed after many earthquakes. Brittle behaviour of the masonry infills in combination with the ductile behaviour of the RC frames makes infill walls prone to damage during earthquakes. Interstory deformations lead to an interaction between the infill and the RC frame, which affects the structural response. The result of this interaction is significant damage to the infill wall and sometimes to the surrounding structural system too. In most design codes, infill walls are considered as non-structural elements and neglected in the design process, because taking into account the infills and considering the interaction between frame and infill in software packages can be complicated and impractical. A good way to avoid negative aspects arising from this behavior is to ensure no or low-interaction of the frame and infill wall, for instance by decoupling the infill from the frame. This paper presents the numerical study performed to investigate new connection system called INODIS (Innovative Decoupled Infill System) for decoupling infill walls from surrounding frame with the aim to postpone infill activation to high interstory drifts thus reducing infill/frame interaction and minimizing damage to both infills and frames. The experimental results are first used for calibration and validation of the numerical model, which is then employed for investigating the influence of the material parameters as well as infill's and frame's geometry on the in-plane behaviour of the infilled frames with the INODIS system. For all the investigated situations, simulation results show significant improvements in behaviour for decoupled infilled RC frames in comparison to the traditionally infilled frames.},
  language  = {en}
}
@article{MarinkovićButenweg2022,
  author    = {Marinković, Marko and Butenweg, Christoph},
  title     = {Experimental testing of decoupled masonry infills with steel anchors for out-of-plane support under combined in-plane and out-of-plane seismic loading},
  series = {Construction and Building Materials},
  volume    = {318},
  journal   = {Construction and Building Materials},
  number    = {1},
  editor    = {Ford, Michael C.},
  publisher = {Elsevier},
  address   = {Amsterdam},
  issn      = {1879-0526},
  doi       = {10.1016/j.conbuildmat.2021.126041},
  year      = {2022},
  abstract  = {Because of simple construction process, high energy efficiency, significant fire resistance and excellent sound isolation, masonry infilled reinforced concrete (RC) frame structures are very popular in most of the countries in the world, as well as in seismic active areas. However, many RC frame structures with masonry infills were seriously damaged during earthquake events, as the traditional infills are generally constructed with direct contact to the RC frame which brings undesirable infill/frame interaction. This interaction leads to the activation of the equivalent diagonal strut in the infill panel, due to the RC frame deformation, and combined with seismically induced loads perpendicular to the infill panel often causes total collapses of the masonry infills and heavy damages to the RC frames. This fact was the motivation for developing different approaches for improving the behaviour of masonry infills, where infill isolation (decoupling) from the frame has been more intensively studied in the last decade. In-plane isolation of the infill wall reduces infill activation, but causes the need for additional measures to restrain out-of-plane movements. This can be provided by installing steel anchors, as proposed by some researchers. Within the framework of European research project INSYSME (Innovative Systems for Earthquake Resistant Masonry Enclosures in Reinforced Concrete Buildings) the system based on a use of elastomers for in-plane decoupling and steel anchors for out-of-plane restrain was tested. This constructive solution was tested and deeply investigated during the experimental campaign where traditional and decoupled masonry infilled RC frames with anchors were subjected to separate and combined in-plane ‬and out-of-plane loading. Based on a detailed evaluation and comparison of the test results, the performance and effectiveness of the developed system are illustrated.},
  language  = {en}
}
@inproceedings{MarinkovićButenweg2019,
  author    = {Marinković, Marko and Butenweg, Christoph},
  title     = {Experimental and numerical analysis of RC frames with decoupled masonry infills},
  series = {7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
  booktitle = {7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
  editor    = {Papadrakakis, Manolis and Fragiadakis, Michalis},
  publisher = {National Technical University of Athens},
  address   = {Athen},
  isbn      = {978-618-82844-5-6},
  issn      = {2623-3347},
  doi       = {10.7712/120119.7088.18845},
  pages     = {2464 -- 2479},
  year      = {2019},
  abstract  = {Masonry infill walls are commonly used in reinforced concrete (RC) frame structures, also in seismically active areas, although they often experience serious damage during earthquakes. One of the main reasons for their poor behaviour is the connection to the frame, which is usually constructed using mortar. This paper describes the novel solution for infill/frame connection based on application of elastomeric material between them. The system called INODIS (Innovative Decoupled Infill System) has the aim to postpone the activation of infill in in-plane direction and at the same time to provide sufficient out-of-plane support. First, experimental tests on infilled frame specimens are presented and the comparison of the results between traditionally infilled frames and infilled frames with the INODIS system are given. The results are then used for calibration and validation of numerical model, which can be further employed for investigating the influence of some material parameters on the behaviour of infilled frames with the INODIS system.},
  language  = {en}
}
@inproceedings{MarinkovićButenweg2020,
  author    = {Marinković, Marko and Butenweg, Christoph},
  title     = {Out-of-plane behavior of decoupled masonry infills under seismic loading},
  series = {17th World Conference on Earthquake Engineering, Sendai, Japan, September 27 to October 2, 2021.},
  booktitle = {17th World Conference on Earthquake Engineering, Sendai, Japan, September 27 to October 2, 2021.},
  pages     = {13 Seiten},
  year      = {2020},
  abstract  = {Masonry is used in many buildings not only for load-bearing walls, but also for non-load-bearing enclosure elements in the form of infill walls. Many studies confirmed that infill walls interact with the surrounding reinforced concrete frame, thus changing dynamic characteristics of the structure. Consequently, masonry infills cannot be neglected in the design process. However, although the relevant standards contain requirements for infill walls, they do not describe how these requirements are to be met concretely. This leads in practice to the fact that the infill walls are neither dimensioned nor constructed correctly. The evidence of this fact is confirmed by the recent earthquakes, which have led to enormous damages, sometimes followed by the total collapse of buildings and loss of human lives. Recently, the increasing effort has been dedicated to the approach of decoupling of masonry infills from the frame elements by introducing the gap in between. This helps in removing the interaction between infills and frame, but raises the question of out-of-plane stability of the panel. This paper presents the results of the experimental campaign showing the out-of-plane behavior of masonry infills decoupled with the system called INODIS (Innovative decoupled infill system), developed within the European project INSYSME (Innovative Systems for Earthquake Resistant Masonry Enclosures in Reinforced Concrete Buildings). Full scale specimens were subjected to the different loading conditions and combinations of in-plane and out-of-plane loading. Out-of-plane capacity of the masonry infills with the INODIS system is compared with traditionally constructed infills, showing that INODIS system provides reliable out-of-plane connection under various loading conditions. In contrast, traditional infills performed very poor in the case of combined and simultaneously applied in-plane and out-of-plane loading, experiencing brittle behavior under small in-plane drifts followed by high out-of-plane displacements. Decoupled infills with the INODIS system have remained stable under out-of-plane loads, even after reaching high in-plane drifts and being damaged.},
  language  = {en}
}
@article{MarinkovićFloresCalvinistiButenweg2020,
  author    = {Marinković, Marko and Flores Calvinisti, Santiago and Butenweg, Christoph},
  title     = {Numerical analysis of reinforced concrete frame buildings with decoupled infill walls},
  series = {Building Materials and Structures},
  volume    = {63},
  journal   = {Building Materials and Structures},
  number    = {4},
  publisher = {Society for Materials and Structures Testing of Serbia},
  address   = {Belgrad},
  issn      = {2217-8139},
  doi       = {10.5937/GRMK2004013M},
  pages     = {13 -- 48},
  year      = {2020},
  abstract  = {Reinforced concrete (RC) buildings with masonry infill walls are widely used in many countries all over the world. Although infills are considered as non-structural elements, they significantly change dynamic characteristics of RC frame structures during earthquake excitation. Recently, significant effort was spent on studying decoupled infills, which are isolated from the surrounding frame usually by adding a gap between frame and infill. In this case, the frame deformation does not activate infill wall, thus infills are not influencing the behaviour of the frame. This paper presents the results of the investigation of the behaviour of RC frame buildings with the INODIS system that decouples masonry infills from the surrounding frame. Effect of masonry infill decoupling was investigated first on the one-bay onestorey frame. This was used as a base for parametric study on the frames with more bays and storeys, as well as on the building level. Change of stiffness and dynamic characteristics was analysed as well as response under earthquake loading. Comparison with the bare frame and traditionally infilled frame was performed. The results show that behaviour of the decoupled infilled frames is similar to the bare frame, whereas behaviour of frames with traditional infills is significantly different and demands complex numerical models. This means that if adequate decoupling is applied, design of},
  language  = {mul}
}
@inproceedings{MarkinkovicButenwegPaveseetal.2020,
  author    = {Markinkovic, Marko and Butenweg, Christoph and Pavese, A. and Lanese, I. and Hoffmeister, B. and Pinkawa, M. and Vulcu, C. and Bursi, O. and Nardin, C. and Paolacci, F. and Quinci, G. and Fragiadakis, M. and Weber, F. and Huber, P. and Renault, P. and G{\"u}ndel, M. and Dyke, S. and Ciucci, M. and Marino, A.},
  title     = {Investigation of the seismic behaviour of structural and nonstructural components in industrial facilities by means of shaking table tests},
  series = {Seismic design of industrial facilities 2020: proceedings of the 2nd International Conference on Seismic Design of Industrial Facilities (SeDIF-Conference)},
  booktitle = {Seismic design of industrial facilities 2020: proceedings of the 2nd International Conference on Seismic Design of Industrial Facilities (SeDIF-Conference)},
  isbn      = {978-3-86359-729-0},
  pages     = {159 -- 172},
  year      = {2020},
  language  = {en}
}
@book{MeskourisButenweg2005,
  author    = {Meskouris, Konstantin and Butenweg, Christoph},
  title     = {Neubewertung der Erdbebensicherheit von Talsperren in Deutschland : DGEB-Workshop, 28. November 2003 in Potsdam / K. Meskouris, Chr. Butenweg (Hrsg.). (DGEB-Publikation ; Nr. 12)},
  publisher = {DGEB},
  address   = {Aachen},
  isbn      = {3-930108-08-9},
  pages     = {51 S.},
  year      = {2005},
  language  = {de}
}
@inproceedings{MeskourisButenweg2005,
  author    = {Meskouris, Konstantin and Butenweg, Christoph},
  title     = {Aktuelle Themen des Erdbebeningenieurwesens und der Baudynamik : D-A-CH-Tagung 2005 in K{\"o}ln / K. Meskouris, Chr. Butenweg (Hrsg.). Organisiert von der Deutschen Gesellschaft f{\"u}r Erdbebeningenieurwesen und Baudynamik.},
  series = {DGEB-Publikation ; 13},
  booktitle = {DGEB-Publikation ; 13},
  publisher = {DGEB},
  address   = {Aachen},
  organization    = {Deutsche Gesellschaft f{\"u}r Erdbebeningenieurwesen und Baudynamik},
  isbn      = {3-930108-09-7},
  pages     = {V, 144 S.},
  year      = {2005},
  language  = {de}
}
@incollection{MeskourisButenweg2008,
  author    = {Meskouris, Konstantin and Butenweg, Christoph},
  title     = {Erdbebensichere Auslegung von Bauwerken nach DIN 4149:2005},
  series = {Betonkalender 2008: Konstruktiver Wasserbau, erdbebensicheres Bauen. Band 2},
  booktitle = {Betonkalender 2008: Konstruktiver Wasserbau, erdbebensicheres Bauen. Band 2},
  publisher = {Ernst \& Sohn},
  address   = {Berlin},
  isbn      = {978-3-433-01839-2 (Print) ; 978-3-433-01854-5 (E-Book)},
  doi       = {10.1002/9783433600702.ch5},
  pages     = {1 -- 54},
  year      = {2008},
  language  = {de}
}
@article{MeskourisButenwegGellert2009,
  author    = {Meskouris, Konstantin and Butenweg, Christoph and Gellert, Christoph},
  title     = {Iterativ verbessert : die RWTH Aachen entwickelt eine Software f{\"u}r einfache Nachweise von Mauerwerksbauten in Erdbebengebieten},
  series = {Deutsches Ingenieur-Blatt : Ingenieurwesen, Bautechnik, Umweltschutz ; Organ der deutschen Ingenieurkammern / Hrsg.: Bundes-Ingenieurkammer e.V.},
  journal   = {Deutsches Ingenieur-Blatt : Ingenieurwesen, Bautechnik, Umweltschutz ; Organ der deutschen Ingenieurkammern / Hrsg.: Bundes-Ingenieurkammer e.V.},
  number    = {Heft 5},
  publisher = {Rauh Medien GmbH},
  address   = {Wandlitz},
  issn      = {2365-192X},
  pages     = {31 -- 36},
  year      = {2009},
  language  = {de}
}
@article{MeskourisButenwegGellert2009,
  author    = {Meskouris, Konstantin and Butenweg, Christoph and Gellert, Christoph},
  title     = {Einfache Nachweise : einige Beispiele f{\"u}r die Anwendung des Bemessungsprogramms der RWTH Aachen f{\"u}r den Nachweis von Mauerwerksbauten in Erdbebengebieten},
  series = {Deutsches Ingenieur-Blatt : Ingenieurwesen, Bautechnik, Umweltschutz ; Organ der deutschen Ingenieurkammern / Hrsg.: Bundes-Ingenieurkammer e.V.},
  journal   = {Deutsches Ingenieur-Blatt : Ingenieurwesen, Bautechnik, Umweltschutz ; Organ der deutschen Ingenieurkammern / Hrsg.: Bundes-Ingenieurkammer e.V.},
  number    = {Heft 6},
  publisher = {Rauh Medien GmbH},
  address   = {Wandlitz},
  issn      = {0946-2422},
  pages     = {26 -- 29},
  year      = {2009},
  language  = {de}
}
@book{MeskourisButenwegHakeetal.2005,
  author    = {Meskouris, Konstantin and Butenweg, Christoph and Hake, Erwin and Holler, Stefan},
  title     = {Baustatik in Beispielen : mit Rechenprogrammen auf CD-ROM},
  publisher = {Springer-Verlag},
  address   = {Berlin, Heidelberg},
  isbn      = {3-540-21427-5 ; 978-3-540-21427-4 (print) ; 978-3-540-28443-7 (E-Book)},
  pages     = {XI, 405 S.},
  year      = {2005},
  language  = {de}
}
@book{MeskourisButenwegHinzenetal.2019,
  author    = {Meskouris, Konstantin and Butenweg, Christoph and Hinzen, Klaus-G. and H{\"o}ffer, R{\"u}diger},
  title     = {Structural Dynamics with Applications in Earthquake and Wind Engineering},
  publisher = {Springer},
  address   = {Berlin, Heidelberg},
  isbn      = {978-3-662-57550-5},
  doi       = {10.1007/978-3-662-57550-5},
  year      = {2019},
  language  = {en}
}
@incollection{MeskourisButenwegHinzenetal.2019,
  author    = {Meskouris, Konstantin and Butenweg, Christoph and Hinzen, Klaus-G. and H{\"o}ffer, R{\"u}diger},
  title     = {Stochasticity of Wind Processes and Spectral Analysis of Structural Gust Response},
  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_3},
  pages     = {153 -- 196},
  year      = {2019},
  abstract  = {Wind loads have great impact on many engineering structures. Wind storms often cause irreparable damage to the buildings which are exposed to it. Along with the earthquakes, wind represents one of the most common environmental load on structures and is relevant for limit state design. Modern wind codes indicate calculation procedures allowing engineers to deal with structural systems, which are susceptible to conduct wind-excited oscillations. In the codes approximate formulas for wind buffeting are specified which relate the dynamic problem to rather abstract parameter functions. The complete theory behind is not visible in order to simplify the applicability of the procedures. This chapter derives the underlying basic relations of the spectral method for wind buffeting and explains the main important applications of it in order to elucidate part of the theoretical background of computations after the new codes. The stochasticity of the wind processes is addressed, and the analysis of analytical as well as measurement based power spectra is outlined. Short MATLAB codes are added to the Appendix 3 which carry out the computation of a single sided auto-spectrum from a statistically stationary, discrete stochastic process. Two examples are presented.},
  language  = {en}
}
@book{MeskourisButenwegHolleretal.2012,
  author    = {Meskouris, Konstantin and Butenweg, Christoph and Holler, Stefan and Hake, Erwin},
  title     = {Baustatik in Beispielen},
  edition   = {2., bearb. Aufl.},
  publisher = {Springer},
  address   = {Heidelberg ; Dordrecht ; London ; New York},
  isbn      = {978-3-642-23529-0 (Print) ; 978-3-642-23530-6 (E-Book)},
  pages     = {XI, 431 S.},
  year      = {2012},
  language  = {de}
}
@incollection{MeskourisButenwegKalkeretal.2007,
  author    = {Meskouris, Konstantin and Butenweg, Christoph and Kalker, Ines and Mistler, Michael},
  title     = {Numerical simulation of historic masonry buildings},
  series = {Antike Erdbeben im alpinen und zirkumalpinen Raum : Befunde und Probleme in arch{\"a}ologischer, historischer und seismologischer Sicht ; Beitr{\"a}ge des Interdisziplin{\"a}ren Workshops Schloss Hohenkammer, 14./15. Mai 2004 = Earthquakes in antiquity in the alpine and circum-alpine region / Gerhard H. Waldherr ; Anselm Smolka (Hrsg.) (Geographica Historica ; 24)},
  booktitle = {Antike Erdbeben im alpinen und zirkumalpinen Raum : Befunde und Probleme in arch{\"a}ologischer, historischer und seismologischer Sicht ; Beitr{\"a}ge des Interdisziplin{\"a}ren Workshops Schloss Hohenkammer, 14./15. Mai 2004 = Earthquakes in antiquity in the alpine and circum-alpine region / Gerhard H. Waldherr ; Anselm Smolka (Hrsg.) (Geographica Historica ; 24)},
  publisher = {Franz Steiner Verlag},
  address   = {Stuttgart},
  isbn      = {978-3-515-09030-8 ; 3-515-09030-4},
  pages     = {171 -- 189},
  year      = {2007},
  language  = {en}
}
@inproceedings{MeskourisButenwegMistleretal.2004,
  author    = {Meskouris, Konstantin and Butenweg, Christoph and Mistler, Michael and Kuhlmann, Wolfram},
  title     = {Seismic behaviour of historic masonry buildings},
  series = {7th National Congress on Mechanics : Chania, Crete, June 24 - 26, 2004 ; proceedings / ed. A. Kounadis ....},
  booktitle = {7th National Congress on Mechanics : Chania, Crete, June 24 - 26, 2004 ; proceedings / ed. A. Kounadis ....},
  publisher = {Hellenic Society for Theoretical and Applied Mechanics},
  address   = {Chania},
  organization    = {National Congress on Mechanics <7, 2004, Chania, Crete>},
  pages     = {47 -- 49},
  year      = {2004},
  language  = {en}
}
@article{MeskourisButenwegRenault2006,
  author    = {Meskouris, Konstantin and Butenweg, Christoph and Renault, Philippe},
  title     = {Beurteilung der Erdbebensicherheit von bestehenden Bauwerken},
  series = {Der Pr{\"u}fingenieur : das Magazin der Bundesvereinigung der Pr{\"u}fingenieure f{\"u}r Bautechnik},
  journal   = {Der Pr{\"u}fingenieur : das Magazin der Bundesvereinigung der Pr{\"u}fingenieure f{\"u}r Bautechnik},
  number    = {Ausgabe 28},
  issn      = {1430-9084},
  pages     = {56 -- 65},
  year      = {2006},
  language  = {de}
}
@article{MeskourisButenwegRenault2006,
  author    = {Meskouris, Konstantin and Butenweg, Christoph and Renault, Philippe},
  title     = {Mehrstufen-Konzept f{\"u}r mehr Erdbebensicherheit : ein Werkzeug f{\"u}r die Beurteilung der Erdbebengef{\"a}hrdung von Ingenieurbauwerken},
  series = {Deutsches Ingenieurblatt},
  volume    = {Band 13},
  journal   = {Deutsches Ingenieurblatt},
  number    = {Heft 6},
  issn      = {0946-2422},
  pages     = {18 -- 26},
  year      = {2006},
  language  = {de}
}
@incollection{MeskourisGellertButenweg2010,
  author    = {Meskouris, Konstantin and Gellert, Christoph and Butenweg, Christoph},
  title     = {Neuer Ansatz f{\"u}r die Bemessung von Mauerwerksbauten},
  series = {Innovationen im konstruktiven Ingenieurbau : Methoden - Materialien - Bauwerke ; Festschrift Professor Hirschfeld / hrsg. von Karl Beucke},
  booktitle = {Innovationen im konstruktiven Ingenieurbau : Methoden - Materialien - Bauwerke ; Festschrift Professor Hirschfeld / hrsg. von Karl Beucke},
  publisher = {Bauhaus-Univ. Weimar},
  address   = {Weimar},
  pages     = {217 -- 224},
  year      = {2010},
  language  = {de}
}
@book{MeskourisHinzenButenwegetal.2007,
  author    = {Meskouris, Konstantin and Hinzen, Klaus-G{\"u}nter and Butenweg, Christoph and Mistler, Michael},
  title     = {Bauwerke und Erdbeben : Grundlagen - Anwendung - Beispiele},
  edition   = {2., erweiterte und aktualisierte Auflage},
  publisher = {Vieweg},
  address   = {Wiesbaden},
  isbn      = {3-8348-0146-1 ; 978-3-8348-0146-3},
  pages     = {XIII, 493 S. ; 1 CD-ROM},
  year      = {2007},
  language  = {de}
}
@book{MeskourisHinzenButenwegetal.2011,
  author    = {Meskouris, Konstantin and Hinzen, Klaus-G{\"u}nter and Butenweg, Christoph and Mistler, Michael},
  title     = {Bauwerke und Erdbeben : Grundlagen - Anwendung - Beispiele. - 3., aktualisierte und erweiterte Auflage},
  edition   = {3., aktualisierte und erweiterte Auflage},
  publisher = {Vieweg + Teubner},
  address   = {Wiesbaden},
  isbn      = {978-3-8348-9856-2 (E-Book) ; 978-3-8348-0779-3 (Print)},
  doi       = {10.1007/978-3-8348-9856-2},
  pages     = {XVIII, 718 S.},
  year      = {2011},
  language  = {de}
}
@inproceedings{MeskourisHollerButenwegetal.2009,
  author    = {Meskouris, Konstantin and Holler, Stefan and Butenweg, Christoph and Meiners, Daniel},
  title     = {A multiphase model with hypoplastic formulation of the solid phase and its application to earthquake engineering problems},
  series = {Computational structural dynamics and earthquake engineering / ed. by Manolis Papadrakakis .... (Structures and infrastructures series ; 2)},
  booktitle = {Computational structural dynamics and earthquake engineering / ed. by Manolis Papadrakakis .... (Structures and infrastructures series ; 2)},
  publisher = {CRC Press},
  address   = {Boca Raton, Fla. [u.a.]},
  isbn      = {978-0-415-45261-8},
  doi       = {10.1201/9780203881637.ch19},
  pages     = {293 -- 308},
  year      = {2009},
  language  = {en}
}
@incollection{MeskourisHoltschoppenButenwegetal.2010,
  author    = {Meskouris, Konstantin and Holtschoppen, Britta and Butenweg, Christoph and Park, Jin},
  title     = {Seismische Auslegung von Silo- und Tankbauwerken},
  series = {Festschrift zum 60. Geburtstag von Univ.-Prof. Dr.-Ing. Ingbert Mangerig. (Berichte aus dem konstruktiven Ingenieurbau ; 2010,6)},
  booktitle = {Festschrift zum 60. Geburtstag von Univ.-Prof. Dr.-Ing. Ingbert Mangerig. (Berichte aus dem konstruktiven Ingenieurbau ; 2010,6)},
  publisher = {Univ. der Bundeswehr},
  address   = {Neubiberg},
  pages     = {215 -- 224},
  year      = {2010},
  language  = {de}
}
@inproceedings{MeskourisHoltschoppenButenwegetal.2011,
  author    = {Meskouris, Konstantin and Holtschoppen, Britta and Butenweg, Christoph and Rosin, Julia},
  title     = {Seismic analysis of liquid storage tanks},
  series = {Earthquake Geology and Archaeology: Science, Society and Critical facilities : proceedings ; 2nd INQUA-IGCP 567 International Workshop on Active Tectonics, Earthquake Geology, Archaeology and Engineering ; 19-24 September 2011, Corinth (Greece) / Eds.: C. Gr{\"u}tzner ; R. P{\´e}rez-Lopez ; T. Fern{\´a}ndez Steeger ; I. Papanikolaou ; K. Reicherter ; P. G. Silva ; A. V{\"o}tt. Volume 2},
  booktitle = {Earthquake Geology and Archaeology: Science, Society and Critical facilities : proceedings ; 2nd INQUA-IGCP 567 International Workshop on Active Tectonics, Earthquake Geology, Archaeology and Engineering ; 19-24 September 2011, Corinth (Greece) / Eds.: C. Gr{\"u}tzner ; R. P{\´e}rez-Lopez ; T. Fern{\´a}ndez Steeger ; I. Papanikolaou ; K. Reicherter ; P. G. Silva ; A. V{\"o}tt. Volume 2},
  publisher = {The Natural hazards Laboratory, National and Kapodistrian University of Athens},
  address   = {Athens},
  organization    = {International Workshop on Active Tectonics, Earthquake Geology, Archaeology and Engineering <2, 2011, Corinth>},
  isbn      = {978-960-466-093-3},
  pages     = {136 -- 139},
  year      = {2011},
  language  = {en}
}
@inproceedings{MeskourisMistlerButenweg2006,
  author    = {Meskouris, Konstantin and Mistler, Michael and Butenweg, Christoph},
  title     = {Mauerwerksbauten unter Erdbebenbelastung},
  series = {Numerische Methoden zur Probleml{\"o}sung im konstruktiven Bauwesen : 34. Aachener Baustofftag ; 02. Februar 2006},
  booktitle = {Numerische Methoden zur Probleml{\"o}sung im konstruktiven Bauwesen : 34. Aachener Baustofftag ; 02. Februar 2006},
  publisher = {IBAC},
  address   = {Aachen},
  organization    = {Aachener Baustofftag <34, 2006>},
  pages     = {Getr. Z{\"a}hlung},
  year      = {2006},
  language  = {de}
}
@incollection{MeskourisNordaButenweg2011,
  author    = {Meskouris, Konstantin and Norda, Hannah and Butenweg, Christoph},
  title     = {Aktuelle Nachweiskonzepte von Mauerwerk unter Erdbebenbeanspruchung},
  series = {Wie wollen wir in Zukunft bauen? : Festschrift zum 60. Geburtstag von Prof. Dr.-Ing. Wolfram J{\"a}ger, Dresden, 19.04.2011. (Bauforschung und Baupraxis ; H. 10)},
  booktitle = {Wie wollen wir in Zukunft bauen? : Festschrift zum 60. Geburtstag von Prof. Dr.-Ing. Wolfram J{\"a}ger, Dresden, 19.04.2011. (Bauforschung und Baupraxis ; H. 10)},
  publisher = {Techn. Univ., Lehrstuhl Tragwerksplanung},
  address   = {Dresden},
  isbn      = {978-3-86780-216-1},
  pages     = {233 -- 238},
  year      = {2011},
  language  = {de}
}
@book{MeskourisRenaultButenwegetal.2007,
  author    = {Meskouris, Konstantin and Renault, Philippe and Butenweg, Christoph and Hinzen, Klaus-G. and Weber, Bernd},
  title     = {Gef{\"a}hrdungsabsch{\"a}tzung von Br{\"u}cken in Deutschland unter Erdbebenbelastung. [Bericht zum Forschungs- und Entwicklungsvorhaben FE 15.393/2003/FRB des Bundesministeriums f{\"u}r Verkehr, Bau und Stadtentwicklung.] (Forschung Straßenbau und Straßenverkehrstechnik ; 952)},
  publisher = {Bundesministerium f{\"u}r Verkehr, Bau und Stadtentwicklung, Abt. Straßenbau, Straßenverkehr},
  address   = {Bonn},
  isbn      = {978-3-86509-602-9},
  pages     = {80 S.},
  year      = {2007},
  language  = {de}
}
@article{MeyerButenwegFehling2014,
  author    = {Meyer, Udo and Butenweg, Christoph and Fehling, Ekkehard},
  title     = {EU-Projekt INSYSME : innovative Systeme f{\"u}r erdbebentaugliche Ausfachungsw{\"a}nde aus Ziegelmauerwerk},
  series = {Bauingenieur : die richtungsweisende Zeitschrift im Bauingenieurswesen ; offizielle Zeitschrift der VDI-Gesellschaft Bautechnik. Beilage: D-A-CH-Mitteilungsblatt},
  volume    = {89 (2014)},
  journal   = {Bauingenieur : die richtungsweisende Zeitschrift im Bauingenieurswesen ; offizielle Zeitschrift der VDI-Gesellschaft Bautechnik. Beilage: D-A-CH-Mitteilungsblatt},
  number    = {April},
  publisher = {VDI Fachmedien},
  address   = {D{\"u}sseldorf},
  issn      = {1436-4867 (E-Journal); 0005-6650 (Print)},
  pages     = {S14 -- S15},
  year      = {2014},
  language  = {de}
}
@article{MichelButenwegKlinkel2020,
  author    = {Michel, P. and Butenweg, Christoph and Klinkel, S.},
  title     = {Einfluss der dynamischen Steifigkeit von Flach-und Pfahlgr{\"u}ndungen auf die Dynamik von Onshore-Windenergieanlagen},
  series = {Bauingenieur},
  volume    = {95},
  journal   = {Bauingenieur},
  number    = {4},
  publisher = {VDI Fachmedien},
  address   = {D{\"u}sseldorf},
  issn      = {0005-6650},
  pages     = {139 -- 146},
  year      = {2020},
  language  = {de}
}
@inproceedings{MichelZilligenRosinetal.2015,
  author    = {Michel, P. and Zilligen, H. and Rosin, J. and Butenweg, Christoph},
  title     = {Seismisches Verhalten pfahlgegr{\"u}ndeter Tankbauwerke},
  series = {Erdbeben und bestehende Bauten : 14. D-A-C-H Tagung 20.08. - 21.08.2015, ETH Z{\"u}rich. (Dokumentation / SIA ; D 0255)},
  booktitle = {Erdbeben und bestehende Bauten : 14. D-A-C-H Tagung 20.08. - 21.08.2015, ETH Z{\"u}rich. (Dokumentation / SIA ; D 0255)},
  publisher = {SGEB},
  address   = {Z{\"u}rich},
  organization    = {D-A-C-H Tagung <14, 2015, Z{\"u}rich>},
  isbn      = {978-3-03732-060-0},
  pages     = {181 -- 188},
  year      = {2015},
  language  = {de}
}
@inproceedings{MichelAlderButenwegetal.2019,
  author    = {Michel, Philipp and Alder, Philipp and Butenweg, Christoph and Klinkel, Sven},
  title     = {Berechnung der Fluid-Struktur-Interaktion f{\"u}r flexibel gelagerte Fl{\"u}ssigkeitstanks},
  series = {16. D-A-CH Tagung Erdbebeningenieurwesen \& Baudynamik: 26. und 27. September 2019, Universit{\"a}t Innsbruck},
  booktitle = {16. D-A-CH Tagung Erdbebeningenieurwesen \& Baudynamik: 26. und 27. September 2019, Universit{\"a}t Innsbruck},
  isbn      = {978-3-200-06454-6},
  year      = {2019},
  language  = {de}
}
@article{MichelButenwegKinkel2018,
  author    = {Michel, Philipp and Butenweg, Christoph and Kinkel, Sven},
  title     = {Pile-grid foundations of onshore wind turbines considering soil-structure-interaction under seismic loading},
  series = {Soil Dynamics and Earthquake Engineering},
  volume    = {109},
  journal   = {Soil Dynamics and Earthquake Engineering},
  publisher = {Elsevier},
  address   = {Amsterdam},
  issn      = {0267-7261},
  doi       = {10.1016/j.soildyn.2018.03.009},
  pages     = {299 -- 311},
  year      = {2018},
  abstract  = {In recent years, many onshore wind turbines are erected in seismic active regions and on soils with poor load bearing capacity, where pile grids are inevitable to transfer the loads into the ground. In this contribution, a realistic multi pile grid is designed to analyze the dynamics of a wind turbine tower including frequency dependent soil-structure-interaction. It turns out that different foundations on varying soil configurations heavily influence the vibration response. While the vibration amplitude is mostly attenuated, certain unfavorable combinations of structure and soil parameters lead to amplification in the range of the system's natural frequencies. This testifies the need for overall dynamic analysis in the assessment of the dynamic stability and the holistic frequency tuning of the turbines.},
  language  = {en}
}
@inproceedings{MichelButenwegKlinkel2018,
  author    = {Michel, Philipp and Butenweg, Christoph and Klinkel, Sven},
  title     = {Frequency Dependent Impedance Analysis of the Foundation-Soil-Systems of Onshore Wind Turbines},
  series = {16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018},
  booktitle = {16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018},
  pages     = {1 -- 13},
  year      = {2018},
  language  = {en}
}
@inproceedings{MichelRosinButenwegetal.2020,
  author    = {Michel, Philipp and Rosin, Julia and Butenweg, Christoph and Klinkel, Sven},
  title     = {Soil-dependent earthquake spectra in the analysis of liquid-storage-tanks on compliant soil},
  series = {Seismic design of industrial facilities 2020: proceedings of the 2nd International Conference on Seismic Design of Industrial Facilities (SeDIF-Conference)},
  booktitle = {Seismic design of industrial facilities 2020: proceedings of the 2nd International Conference on Seismic Design of Industrial Facilities (SeDIF-Conference)},
  isbn      = {978-3-86359-729-0},
  pages     = {245 -- 254},
  year      = {2020},
  language  = {en}
}
@inproceedings{MilijašŠakićMarinkovićetal.2021,
  author    = {Milijaš, Aleksa and Šakić, Bogdan and Marinković, Marko and Butenweg, Christoph},
  title     = {Experimental investigation of behaviour of masonry infilled RC frames under out-of-plane loading},
  series = {8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
  booktitle = {8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
  editor    = {Papadrakakis, Manolis and Fragiadakis, Michalis},
  publisher = {National Technical University of Athens},
  address   = {Athen},
  isbn      = {978-618-85072-5-8},
  issn      = {2623-3347},
  doi       = {10.7712/120121.8528.18914},
  pages     = {829 -- 846},
  year      = {2021},
  abstract  = {Masonry infills are commonly used as exterior or interior walls in reinforced concrete (RC) frame structures and they can be encountered all over the world, including earthquake prone regions. Since the middle of the 20th century the behaviour of these non-structural elements under seismic loading has been studied in numerous experimental campaigns. However, most of the studies were carried out by means of in-plane tests, while there is a lack of out-of-plane experimental investigations. In this paper, the out-of-plane tests carried out on full scale masonry infilled frames are described. The results of the out-of-plane tests are presented in terms of force-displacement curves and measured out-of-plane displacements. Finally, the reliability of existing analytical approaches developed to estimate the out-of-plane strength of masonry infills is examined on presented experimental results.},
  language  = {en}
}
@inproceedings{MilijašŠakićMarinkovićetal.2022,
  author    = {Milijaš, Aleksa and Šakić, Bogdan and Marinković, Marko and Butenweg, Christoph and Gams, Matija and Klinkel, Sven},
  title     = {Effects of prior in-plane damage on out-of-plane response of masonry infills with openings},
  series = {The Third European Conference on Earthquake Engineering and Seismology September 4 - September 9, 2022, Bucharest},
  booktitle = {The Third European Conference on Earthquake Engineering and Seismology September 4 - September 9, 2022, Bucharest},
  editor    = {Arion, Cristian and Scupin, Alexandra and Ţigănescu, Alexandru},
  isbn      = {978-973-100-533-1},
  pages     = {2747 -- 2756},
  year      = {2022},
  abstract  = {Masonry infill walls are the most traditional enclosure system that is still widely used in RC frame buildings all over the world, particularly in seismic active regions. Although infill walls are usually neglected in seismic design, during an earthquake event they are subjected to in-plane and out-of-plane forces that can act separately or simultaneously. Since observations of damage to buildings after recent earthquakes showed detrimental effects of in-plane and out-of-plane load interaction on infill walls, the number of studies that focus on influence of in-plane damage on out-of-plane response has significantly increased. However, most of the xperimental campaigns have considered only solid infills and there is a lack of combined in-plane and out-of-plane experimental tests on masonry infills with openings, although windows and doors strongly affect seismic performance. In this paper, two types of experimental tests on infills with window openings are presented. The first is a pure out-of-plane test and the second one is a sequential in-plane and out-of-plane test aimed at investigating the effects of existing in-plane damage on outof-plane response. Additionally, findings from two tests with similar load procedure that were carried out on fully infilled RC frames in the scope of the same project are used for comparison. Test results clearly show that window opening increased vulnerability of infills to combined seismic actions and that prevention of damage in infills with openings is of the utmost importance for seismic safety.},
  language  = {en}
}
@inproceedings{MilkovaButenwegDumovaJovanoska2020,
  author    = {Milkova, Kristina and Butenweg, Christoph and Dumova-Jovanoska, Elena},
  title     = {Methodology for development of seismic vulnerability curve for existing unreinforced Masonry buildings},
  series = {17th World Conference on Earthquake Engineering, Sendai, Japan, September 27 to October 2, 2021.},
  booktitle = {17th World Conference on Earthquake Engineering, Sendai, Japan, September 27 to October 2, 2021.},
  pages     = {13 Seiten},
  year      = {2020},
  abstract  = {Seismic behavior of an existing unreinforced masonry building built pre-modern code, located in the City of Ohrid, Republic of North Macedonia has been investigated in this paper. The analyzed school building is selected as an archetype in an ongoing project named "Seismic vulnerability assessment of existing masonry structures in Republic of North Macedonia (SeismoWall)". Two independent segments were included in this research: Seismic hazard assessment by creating a cite specific response spectra and Seismic vulnerability definition by creating a region - specific series of vulnerability curves for the chosen building topology. A reliable Seismic Hazard Assessment for a selected region is a crucial point for performing a seismic risk analysis of a characteristic building class. In that manner, a scenario - based method that incorporates together the knowledge of tectonic style of the considered region, the active fault characterization, the earth crust model and the historical seismicity named Neo Deterministic approach is used for calculation of the response spectra for the location of the building. Variations of the rupturing process are taken into account in the nucleation point of the rupture, in the rupture velocity pattern and in the istribution of the slip on the fault. The results obtained from the multiple scenarios are obtained as an envelope of the response spectra computed for the cite using the procedure Maximum Credible Seismic Input (MCSI). Capacity of the selected building has been determined by using nonlinear static analysis. MINEA software (SDA Engineering) was used for verification of the structural safety of the chosen unreinforced masonry structure. In the process of optimization of the number of samples, computational cost required in a Monte Carlo simulation is significantly reduced since the simulation is performed on a polynomial response surface function for prediction of the structural response. Performance point, found as the intersection of the capacity of the building and the spectra used, is chosen as a response parameter. Five levels of damage limit states based on the capacity curve of the building are defined in dependency on the yield displacement and the maximum displacement. Maximum likelihood estimation procedure is utilized in the process of vulnerability curves determination. As a result, region specific series of vulnerability curves for the chosen type of masonry structures are defined. The obtained probabilities of exceedance a specific damage states as a result from vulnerability curves are compared with the observed damages happened after the earthquake in July 2017 in the City of Ohrid, North Macedonia.},
  language  = {en}
}
@inproceedings{MilkovaButenwegDumovaJovanoska2021,
  author    = {Milkova, Kristina and Butenweg, Christoph and Dumova-Jovanoska, Elena},
  title     = {Region-sensitive comprehensive procedure for determination of seismic fragility curves},
  series = {1st Croatian Conference on Earthquake Engineering 1CroCEE 22-24 March 2021 Zagreb, Croatia},
  booktitle = {1st Croatian Conference on Earthquake Engineering 1CroCEE 22-24 March 2021 Zagreb, Croatia},
  publisher = {University of Zagreb},
  address   = {Zagreb},
  doi       = {10.5592/CO/1CroCEE.2021.158},
  pages     = {121 -- 128},
  year      = {2021},
  abstract  = {Seismic vulnerability estimation of existing structures is unquestionably interesting topic of high priority, particularly after earthquake events. Having in mind the vast number of old masonry buildings in North Macedonia serving as public institutions, it is evident that the structural assessment of these buildings is an issue of great importance. In this paper, a comprehensive methodology for the development of seismic fragility curves of existing masonry buildings is presented. A scenario - based method that incorporates the knowledge of the tectonic style of the considered region, the active fault characterization, the earth crust model and the historical seismicity (determined via the Neo Deterministic approach) is used for calculation of the necessary response spectra. The capacity of the investigated masonry buildings has been determined by using nonlinear static analysis. MINEA software (SDA Engineering) is used for verification of the structural safety of the structures Performance point, obtained from the intersection of the capacity of the building and the spectra used, is selected as a response parameter. The thresholds of the spectral displacement are obtained by splitting the capacity curve into five parts, utilizing empirical formulas which are represented as a function of yield displacement and ultimate displacement. As a result, four levels of damage limit states are determined. A maximum likelihood estimation procedure for the process of fragility curves determination is noted as a final step in the proposed procedure. As a result, region specific series of vulnerability curves for structures are defined.},
  language  = {en}
}
@inproceedings{MilkovaRosinButenwegetal.2018,
  author    = {Milkova, Kristina and Rosin, Julia and Butenweg, Christoph and Dumova-Jovanoska, Elena},
  title     = {Development of Seismic Vulnerability Curves for Region Specific Masonry Buildings},
  series = {16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018},
  booktitle = {16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018},
  pages     = {1 -- 10},
  year      = {2018},
  language  = {en}
}
@inproceedings{MistlerButenwegAnthoine2004,
  author    = {Mistler, M. and Butenweg, Christoph and Anthoine, A.},
  title     = {Evaluation of the failure criterion for masonry by homogenisation},
  series = {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},
  booktitle = {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},
  publisher = {Civil-Comp Press},
  address   = {Stirling},
  organization    = {International Conference on Computational Structures Technology <7, 2004, Lissabon>},
  isbn      = {0-948749-95-4},
  doi       = {10.4203/ccp.79.201},
  pages     = {16 Seiten},
  year      = {2004},
  language  = {en}
}
@article{MistlerAnthoineButenweg2007,
  author    = {Mistler, Michael and Anthoine, A. and Butenweg, Christoph},
  title     = {In-plane and out-of-plane homogenisation of masonry},
  series = {Computers \& structures},
  volume    = {Volume 85},
  journal   = {Computers \& structures},
  number    = {Issues 17-18},
  issn      = {1879-2243 (E-Journal); 0045-7949 (Print)},
  doi       = {10.1016/j.compstruc.2006.08.087},
  pages     = {1321 -- 1330},
  year      = {2007},
  language  = {en}
}