TY  - CHAP
A1  - Buda, Aurel
A1  - Wollert, Jörg
T1  - Leistungsbewertung von Ultra Wideband Funktechnologien nach ECMA 368 für den Einsatz in industriellen Kommunikationssystemen
T2  - Kommunikation in der Automation : Magdeburg, 27. - 28.09.2011 ; 2. Jahreskolloquium Kommunikation in der Automation ; KOMMA 2011 / Ulrich Jumar ... (Hrsg.)
Y1  - 2011
SN  - 978-3-940961-58-7
PB  - ifak, Institut für Automation und Kommunikation e.V. Magdeburg an der Otto-von-Guericke-Universität Magdeburg
CY  - Magdeburg
ER  - 
TY  - CHAP
A1  - Buda, Aurel
A1  - Wollert, Jörg
A1  - Vedral, Andreas
T1  - UWIfac - Ultra wideband interface for factory automation
T2  - Automation 2009 : Automatisierungskongress in Deutschland ; Kongress Baden-Baden, 16. und 17. Juni 2009. (VDI-Berichte ; 2067)
Y1  - 2009
SN  - 978-3-18-092067-2
SP  - 257
EP  - 260
PB  - VDI-Verl.
CY  - Düsseldorf
ER  - 
TY  - CHAP
A1  - Bukhari, Syed Faisal Ahmed
A1  - Yang, Wuqiang
T1  - Multi-interface level sensors and new development in monitoring and control of oil separators
N2  - In the oil industry, huge saving may be made if suitable multi-interface level measurement systems are employed for effectively monitoring crude oil separators and efficient control of their operation. A number of techniques, e.g. externally mounted displacers, differential pressure transmitters and capacitance rod devices, have been developed to measure the separation process with gas, oil, water and other components. Because of the unavailability of suitable multi-interface level measurement systems, oil separators are currently operated by the trial-and-error approach. In this paper some conventional techniques, which have been used for level measurement in industry, and new development are discussed.
KW  - Biosensor
KW  - Level sensor
KW  - multi-interface measurement
KW  - electrical capacitance tomography
KW  - ECT
Y1  - 2006
U6  - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:hbz:a96-opus-1498
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
T1  - Air-water surface roughness in self-aerated stepped spillway flows
T2  - 35th IAHR world congress : 8.-13.9.2013, Chengdu, China
Y1  - 2013
SP  - Artikelkennnummer: A11045
PB  - Tsinghua Univ. Press
CY  - Beijing
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
T1  - Non-intrusive measuring of air-water flow properties in self-aerated stepped spillway flow
T2  - Balance and uncertainty - water in a changing world :  proceedings of the 34th IAHR world congress ; 33rd Hydrology and Water Resources Symposium ; 10th Conference on Hydraulics in Water Engineering ; 26 June - 1 July 2011, Brisbane, Australia
Y1  - 2011
SN  - 978-0-85825-868-6
SP  - 2380
EP  - 2387
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
ED  - Theobald, S.
T1  - Optimierung des potentiellen Sauerstoffeintrags auf Treppenschussrinnen mit gemäßigter Neigung
T2  - 9. JuWi-Treffen : Beiträge zum Treffen junger Wissenschaftlerinnen und junger Wissenschaftler deutschsprachiger Wasserbauinstitute
Y1  - 2009
SP  - 73
EP  - 78
PB  - Universität Kassel
CY  - Kassel
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
T1  - A comparative study of self-aerated stepped spillway and smooth invert chute flow: the effect of step-induced macro roughness
T2  - 5th Chinese-German Joint Symposium on Hydraulic and Ocean Engineering : CG JOINT 2010
Y1  - 2010
SN  - 978-7-5618-3671-2
SP  - 451
EP  - 456
PB  - Univ. Press
CY  - Tianjin
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
T1  - Sensitivity of phase detection techniques in aerated chute flows to hydraulic design parameters
T2  - 2nd European IAHR congress : 27. - 29. June 2012, München
Y1  - 2012
SN  - 978-3-943683-03-5
SP  - Artikelkennnummer: B15
PB  - Lehrstuhl u. Versuchsanst. für Wasserbau u. Wasserwirtschaft d. TU München
CY  - München
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
T1  - Observations on non-aerated flow and air entrainment on moderately sloped stepped spillways
T2  - 7th Chinese-German Joint Symposium on Hydraulic and Ocean Engineering : 8. - 12. Sept. 2014, Hannover
Y1  - 2014
N1  - Kennwortgeschützter Zugang. Passwort bei Prof. Bung, Fachbereich Bauingenieurwesen
SP  - 1
EP  - 8
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Hildebrandt, Arndt
A1  - Oertel, Mario
A1  - Schlenkhoff, Andreas
A1  - Schlurmann, Torsten
ED  - McKee Smith, Jane
T1  - Bore propagation over a submerged horizontal plate by physical and numerical simulation
T2  - Coastal engineering 2008 : proceedings of the 31st international conference; Hamburg, Germany, 31 August - 5 September 2008 ; Vol. 4
Y1  - 2008
SN  - 9814277401 ; 9789814277402
SP  - 3542
EP  - 3553
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Langohr, Phillip
A1  - Waldenberger, Lisa
ED  - Habersack, Helmut
ED  - Tritthart, Michael
T1  - Influence of cycle number in CFD studies of labyrinth weirs
T2  - Proceedings of the 40th IAHR World Congress (Vienna, 2023)
N2  - The major advantage of labyrinth weirs over linear weirs is hydraulic efficiency. In hydraulic modeling efforts, this strength contrasts with limited pump capacity as well as limited computational power for CFD simulations. For the latter, reducing the number of investigated cycles can significantly reduce necessary computational time. In this study, a labyrinth weir with different cycle numbers was investigated. The simulations were conducted in FLOW-3D HYDRO as a Large Eddy Simulation. With a mean deviation of 1.75 % between simulated discharge coefficients and literature design equations, a reasonable agreement was found. For downstream conditions, overall consistent results were observed as well. However, the orientation of labyrinth weirs with a single cycle should be chosen carefully under consideration of the individual research purpose.
KW  - CFD
KW  - Large Eddy Simulation
KW  - Labyfrinth weirs
Y1  - 2023
SN  - 978-90-833476-1-5
U6  - https://doi.org/10.3850/978-90-833476-1-5_iahr40wc-p0531-cd
SN  - L 2521-7119 (online)
N1  - Vienna, Austria, from August 21 to 25, 2023
PB  - International Association for Hydro-Environment Engineering and Research (IAHR)
CY  - Madrid
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Oertel, M.
A1  - Schlenkhoff, A.
A1  - Schlurmann, Torsten
ED  - Obrusnik, Ivan
T1  - Flash flood awareness and prevention in Germany
T2  - Early warning for flash floods : international workshop, Praha 2011 : workshop proceedings
Y1  - 2010
SN  - 978-80-86690-91-9
SP  - 34
EP  - 40
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Oertel, Mario
T1  - Manipulation of non-aerated cavity flow on a stepped spillway model
T2  - 3rd European IAHR Congress : April 14 – 16, 2014, Porto
Y1  - 2014
PB  - Univ. of Porto
CY  - Porto
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Oertel, Mario
T1  - Wave breaking over a submerged horizontal plate: Optical Flow, LES and RANS
T2  - E-proceedings of the 38th IAHR World Congress  September 1-6, 2019, Panama City, Panama
Y1  - 2019
U6  - https://doi.org/10.3850/38WC092019-0509
SP  - 3690
EP  - 3698
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Pagliara, S.
T1  - Proceedings of the International Workshop on Hydraulic Design of Low-Head Structures : Aachen, Germany, February, 20-22, 2013 /  D. Bung ; S. Pagliara (eds.)
Y1  - 2013
SN  - 978-3-939230-04-5
PB  - Bundesanst. für Wasserbau
CY  - Karlsruhe
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Schlenkhoff, Andreas
ED  - Pagliara, Stefano
T1  - Optimization of the reaeration potential on embankment stepped spillways in skimming flow regime
T2  - Hydraulic structures : proceedings of the second International Junior Researcher and Engineer Workshop on Hydraulic Structures, Pisa, Italy, 30 July-1 August 2008
Y1  - 2008
SN  - 978-88-8492-568-8
SP  - 97
EP  - 106
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Schlenkhoff, Andreas
T1  - Selbstbelüftete Gerinneströmungen auf Treppenschussrinnen
T2  - Talsperren im Wandel : 15. Deutsches Talsperrensymposium ; Beiträge zur Tagung am 14. bis 16. April 2010 im Eurogress Aachen
Y1  - 2010
SN  - 978-3-8322-9043-6
SP  - 39
EP  - 47
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Schlenkhoff, Andreas
T1  - Self-aerated skimming flow on embankment stepped spillways : the effect of additional micro-roughness on energy dissipation and oxygen transfer
T2  - Proceedings from first IAHR European congress : May 2010, Edinburgh
Y1  - 2010
SN  - 9780956595102
SP  - Artikelkennnummer HSIIId
PB  - Heriot-Watt University, School of the Built Environment
CY  - Edinburgh
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Schlenkhoff, Andreas
A1  - Oertel, M.
T1  - Self-aerated skimming flow on embankment stepped spillways
T2  - Water engineering for sustainable environment : 33rd IAHR congress ; 9 - 14 August 2009, Vancouver, British Columbia, Canada
Y1  - 2009
SN  - 9789078046080
SP  - 1 CD-ROM
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Sun, Q.
A1  - Meireles, I.
A1  - Matos, J.
A1  - Viseu, T.
T1  - USBR type III stilling basin performance for steep stepped spillways
T2  - Hydraulic structures into the 21st century : 4th IAHR International Symposium on Hydraulic Structures : 9.-11.2.2012, Porto
Y1  - 2012
SN  - 978-989-8509-01-7
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Tullis, Blake
T1  - Hydraulic Structures - ISHS2018 in Perspective
T2  - 7th IAHR International Symposium on Hydraulic Structures, Aachen, Germany, 15-18 May
Y1  - 2018
SN  - 978-0-692-13277-7
U6  - https://doi.org/10.15142/T3WH2B
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Valero, Daniel
T1  - Image processing for bubble image velocimetry in self-aerated flows
T2  - E-proceedings of the 36th IAHR World Congress 28 June – 3 July, 2015, The Hague, the Netherlands
Y1  - 2015
SP  - 1
EP  - 8
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Valero, Daniel
ED  - Crookston, B.
ED  - Tullis, B.
T1  - Application of the optical flow method to velocity determination in hydraulic structure models
BT  - Session 11: Fish passage and shiplocks
T2  - Hydraulic Structures and Water System Management. 6th IAHR International Symposium on Hydraulic Structures, Portland, OR, 27-30 June 2016
Y1  - 2016
SN  - 978-1-884575-75-4
U6  - https://doi.org/10.15142/T3150628160853
SP  - 223
EP  - 232
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Valero, Daniel
ED  - Dewals, Benjamin
T1  - Image processing techniques for velocity estimation in highly aerated flows: bubble image velocimetry vs. optical flow
T2  - Sustainable Hydraulics in the Era of Global Change : Proceedings of the 4th IAHR Europe Congress (Liege, Belgium, 27-29 July 2016)
Y1  - 2016
SN  - 978-1-138-02977-4
SN  - 978-1-4987-8149-7 (eBook)
U6  - https://doi.org/10.1201/b21902-31
SP  - 151
EP  - 157
PB  - CRC Press
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Valero, Daniel
T1  - FlowCV - An open-source toolbox for computer vision applications in turbulent flows
T2  - Proceedings of the 37th IAHR World Congress August 13 – 18, 2017, Kuala Lumpur, Malaysia
Y1  - 2017
SN  - 2521-716X
SP  - 5356
EP  - 5365
ER  - 
TY  - CHAP
A1  - Bung, Daniel Bernhard
A1  - Valero, Daniel
A1  - Hermens, G.
T1  - Hybrid investigation on the hydraulic performance of a new trapezoidal fishway
T2  - 7th IAHR International Symposium on Hydraulic Structures, ISHS 2018
Y1  - 2018
SN  - 978-069213277-7
U6  - https://doi.org/10.15142/T3S06R
SP  - 184
EP  - 193
ER  - 
TY  - CHAP
A1  - Buniatyan, V. V.
A1  - Huck, Christina
A1  - Poghossian, Arshak
A1  - Schöning, Michael Josef
A1  - Rustamyan, L. G.
A1  - Hovnikyan, H. H.
T1  - Equivalent circuit and optimization of impedance characteristics of an electrolyte conductivity sensor
T2  - Proceedings of State Engineering University Armenia : Series Information technologies, electronics, radio engineering
Y1  - 2014
VL  - Iss. 17
IS  - No. 1
SP  - 69
EP  - 76
ER  - 
TY  - CHAP
A1  - Burgazzi, L.
A1  - Fiorini, F.
A1  - De Magistris, W. (u.a.)
A1  - Lensa, W. von
A1  - Staat, Manfred
A1  - Altes, J.
T1  - Reliability Assessment of Passive Safety Systems
T2  - Proceedings of the 6th International Conference on Nuclear Engineering : ICONE : May 10 - 14, 1998, San Diego, Calif.
Y1  - 1998
N1  - CD-ROM
PB  - American Society of Mechanical Engineers
CY  - New York
ER  - 
TY  - CHAP
A1  - Burgeth, Bernhard
A1  - Kleefeld, Andreas
A1  - Zhang, Eugene
A1  - Zhang, Yue
ED  - Baudrier, Étienne
ED  - Naegel, Benoît
ED  - Krähenbühl, Adrien
ED  - Tajine, Mohamed
T1  - Towards Topological Analysis of Non-symmetric Tensor Fields via Complexification
T2  - Discrete Geometry and Mathematical Morphology
N2  - Fields of asymmetric tensors play an important role in many applications such as medical imaging (diffusion tensor magnetic resonance imaging), physics, and civil engineering (for example Cauchy-Green-deformation tensor, strain tensor with local rotations, etc.). However, such asymmetric tensors are usually symmetrized and then further processed. Using this procedure results in a loss of information. A new method for the processing of asymmetric tensor fields is proposed restricting our attention to tensors of second-order given by a 2x2 array or matrix with real entries. This is achieved by a transformation resulting in Hermitian matrices that have an eigendecomposition similar to symmetric matrices. With this new idea numerical results for real-world data arising from a deformation of an object by external forces are given. It is shown that the asymmetric part indeed contains valuable information.
Y1  - 2022
SN  - 978-3-031-19897-7
U6  - https://doi.org/10.1007/978-3-031-19897-7_5
N1  - Second International Joint Conference, DGMM 2022, Strasbourg, France, October 24–27, 2022
N1  - Corresponding author: Andreas Kleefeld
SP  - 48
EP  - 59
PB  - Springer
CY  - Cham
ER  - 
TY  - CHAP
A1  - Buschkühle, Peter
A1  - Schürmann, Volker
A1  - Wollert, Jörg
T1  - Abstraction of wireless communication by a convergence middleware in conjunction with a XML-configuration
T2  - Information technology and electrical engineering : devices and systems, materials and technologies for the future ; Ilmenau 07 - 10 September 2009 ; 54. IWK Internationales Wissenschaftliches Kolloquium
Y1  - 2009
SN  - 978-3-938843-44-4
SP  - 95
EP  - 96
PB  - Techn. Univ.
CY  - Ilmenau
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  - Butenweg, Christoph
T1  - Nachweis der Erdbebensicherheit von Silos aus Stahl unter Erdbebenbelastung
T2  - D-A-CH Tagung 2007 : Aktuelle Themen des Erdbebeningenieurwesens und der Baudynamik ; 27. und 28. September 2007, arsenal research, TECHbase Vienna
Y1  - 2007
SP  - 1
EP  - 14
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
ED  - Vacareanu, Radu
ED  - Ionescu, Constantin
T1  - Seismic design and evaluation of industrial facilities
T2  - The Third European Conference on Earthquake Engineering and Seismology
N2  - Industrial facilities must be thoroughly designed to withstand seismic actions as they exhibit an increased loss potential due to the possibly wideranging damage consequences and the valuable process engineering equipment. Past earthquakes showed the social and political consequences of seismic damage to industrial facilities and sensitized the population and politicians worldwide for the possible hazard emanating from industrial facilities. However, a holistic approach for the seismic design of industrial facilities can presently neither be found in national nor in international standards. The introduction of EN 1998-4 of the new generation of Eurocode 8 will improve the normative situation with
specific seismic design rules for silos, tanks and pipelines and secondary process components. The article presents essential aspects of the seismic design of industrial facilities based on the new generation of Eurocode 8 using the example of tank structures and secondary process components. The interaction effects of the process components with the primary structure are illustrated by means of the experimental results of a shaking table test of a three story moment resisting steel frame with different process components. Finally, an integrated approach of
digital plant models based on building information modelling (BIM) and structural health monitoring (SHM) is presented, which provides not only a reliable decision-making basis for operation, maintenance and repair but also an excellent tool for rapid assessment of seismic damage.
KW  - Industrial facilities
KW  - Seismic design
KW  - Tanks
KW  - EN 1998-4
KW  - Structural health monitoring
Y1  - 2022
SN  - 978-3-031-15103-3
SN  - 978-3-031-15106-4
SN  - 978-3-031-15104-0
U6  - https://doi.org/10.1007/978-3-031-15104-0
SN  - 2524-342X
SN  - 2524-3438
N1  - 3ECEES - Third European Conference on Earthquake Engineering and Seismology, September 4 – September 9, 2022, Bucharest
SP  - 449
EP  - 464
PB  - Springer
CY  - Cham
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
ED  - Kuzmanović, Vladan
ED  - Ignjatović, Ivan
T1  - Integrated approach for monitoring and management of buildings with digital building models and modern sensor technologies
T2  - Proceedings of the International Conference Civil Engineering 2021 - Achievements and Visions
N2  - Nowadays modern high-performance buildings and facilities are equipped with monitoring systems and sensors to control building characteristics like energy consumption, temperature pattern and structural safety. The visualization and interpretation of sensor data is typically based on simple spreadsheets and non-standardized user-oriented solutions, which makes it difficult for building owners, facility managers and decision-makers to evaluate and understand the data. The solution of this problem in the future are integrated BIM-Sensor approaches which allow the generation of BIM models incorporating all relevant information of monitoring systems. These approaches support both the dynamic visualization of key structural performance parameters, the effective long-term management of sensor data based on BIM and provide a user-friendly interface to communicate with various stakeholders. A major benefit for the end user is the use of the BIM software architecture, which is the future standard anyway. In the following, the application of the integrated BIM-Sensor approach is illustrated for a typical industrial facility as a part of an early warning and rapid response system for earthquake events currently developed in the research project “ROBUST” with financial support by the German Federal Ministry for Economic Affairs and Energy (BMWI).
Y1  - 2021
N1  - Civil Engineering 2021 – Achievements and Visions, University of Belgrade, October 25 – 26, 2021 Belgrade, Serbia
SP  - 67
EP  - 75
PB  - University of Belgrade
CY  - Belgrade
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Bettzieche, Volker
A1  - Kuhlmann, Wolfram
A1  - Meskouris, Konstantin
T1  - Die baudynamische Beurteilung von Talsperren am Beispiel der Fürwiggetalsperre
T2  - Berichte der Fachtagung Baustatik - Baupraxis 9 am 14. und 15. März 2005 in Dresden / Institut für Statik und Dynamik der Tragwerke, TU Dresden, Deutschland
Y1  - 2005
SN  - 3-00-015456-6
SP  - 73
EP  - 84
PB  - Inst. für Statik und Dynamik der Tragwerke
CY  - Dresden
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Bursi, Oreste S.
A1  - Nardin, Chiara
A1  - Lanese, Igor
A1  - Pavese, Alberto
A1  - Marinković, Marko
A1  - Paolacci, Fabrizio
A1  - Quinci, Gianluca
T1  - Experimental investigation on the seismic performance of a multi-component system for major-hazard industrial facilities
T2  - Conference Proceedings: Pressure Vessels & Piping Conference Vol.5
N2  - 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.
KW  - industrial facilities
KW  - piping
KW  - installations
KW  - seismic loading
KW  - earthquakes
Y1  - 2021
SN  - 9780791885352
U6  - https://doi.org/10.1115/PVP2021-61696
N1  - ASME 2021 Pressure Vessels & Piping Conference, July 13–15, 2021, Virtual, Online
PB  - American Society of Mechanical Engineers (ASME)
CY  - New York
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Gajewski, R.
A1  - Thierauf, Georg
T1  - A practical approach for the optimum design of reinforced concrete structures
T2  - 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
Y1  - 1999
SN  - 0-94-8749-59-8
SP  - 245
EP  - 250
PB  - Civil-Comp Press
CY  - Edinburgh
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Gellert, Christoph
T1  - Displacement based design of masonry structures
T2  - 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 ...
Y1  - 2008
SN  - 978-19-2070-1-92-5
SP  - 1
EP  - 10
PB  - University of Newcastle
CY  - Callaghan
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  - Butenweg, Christoph
A1  - Gellert, Christoph
A1  - Reindl, Lukas
T1  - Capacity design of masonry buildings under cyclic loading
T2  - Seismic Risk : Earthquakes in North-Western Europe ; international colloquium ; Liège on 11 and 12 September 2008 / Belgian Seismic Group (BeSeiG). Ed.: T. Camlebeeck ...
Y1  - 2008
SN  - 978-2-87456-063-7
SP  - 201
EP  - 208
PB  - Editions de l'Université de Liège
CY  - Liège
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  - 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  - 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  - 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  - 
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  - 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  - Marinković, Marko
A1  - Kubalski, Thomas
A1  - Fehling, Ekkehard
A1  - Pfetzing, Thomas
A1  - Meyer, Udo
ED  - Zabel, Volkmar
ED  - Beinersdorf, Silke
T1  - Innovative Ansätze für die seismische Auslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk
T2  - Vortragsband der 15. D-A-CH-Tagung Erdbebeningenieurwesen und Baudynamik
KW  - Stahlbetonrahmen
KW  - Ausfachungsmauerwerk
KW  - INSYSME
KW  - Erdbeben
KW  - Ziegelmauerwerk
Y1  - 2017
SN  - 978-3-930108-13-5
SP  - 130
EP  - 145
PB  - Deutsche Gesellschaft für Erdbebeningenieurwesen und Baudynamik (DGEB) e.V.
CY  - Weimar
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Marinković, Marko
A1  - Pavese, Alberto
A1  - Lanese, Igor
A1  - Hoffmeister, Benno
A1  - Pinkawa, Marius
A1  - Vulcu, Mihai-Cristian
A1  - Bursi, Oreste
A1  - Nardin, Chiara
A1  - Paolacci, Fabrizio
A1  - Quinci, Gianluca
A1  - Fragiadakis, Michalis
A1  - Weber, Felix
A1  - Huber, Peter
A1  - Renault, Philippe
A1  - Gündel, Max
A1  - Dyke, Shirley
A1  - Ciucci, M.
A1  - Marino, A.
T1  - Seismic performance of multi-component systems in special risk industrial facilities
T2  - Proceedings of the seventeenth world conference on earthquake engineering
N2  - 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 behavior 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 behavior of the test structure and installations is investigated with and without base isolation. Furthermore, both firmly anchored and isolated components are taken into account to compare their dynamic behavior and interactions with each other. Artificial and synthetic ground motions are applied to study the seismic response at different PGA levels. After each test, dynamic identification measurements are carried out to characterize the system condition. The contribution presents the numerical simulations to calibrate the tests on the prototype, the experimental setup of the investigated structure and installations, selected measurement data and finally describes preliminary experimental results.
KW  - industrial facilities
KW  - piping
KW  - installations
KW  - seismic loading
KW  - earthquakes
Y1  - 2021
N1  - 17. World Conference on Earthquake Engineering, 17WCEE, Sendai, Japan, 2021-09-27 - 2021-10-02
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Meskouris, Konstantin
A1  - Meister, Sylvia
A1  - Dreyer, Stephan
A1  - Schulte-Althoff, Christoph
T1  - Technisches Informationssystem für die Entwicklung textilbewehrten Betons
T2  - Textilbeton in Theorie und Praxis : Tagungsband zum 6. Kolloquium zu Textilbewehrten Tragwerken (CTRS6) in Berlin am 19. und 20.9.2011 / Technische Universität Dresden, Sonderforschungsbereich 528, herausgegeben von Manfred Curbach und Regine Ortlepp
Y1  - 2011
SN  - 978-3-86780-122-5
SP  - 257
EP  - 268
PB  - Technische Universität
CY  - Dresden
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Meyer, Udo
A1  - Fehling, Ekkehard
T1  - INSYSME: first activities of the German partners
T2  - 9th International Masonry Conference 2014 in Guimaraes, Portugal, 2014
Y1  - 2014
ER  -