TY  - CHAP
A1  - Wuttke, Claudia
A1  - Butenweg, Christoph
A1  - Rosin, Julia
A1  - Kubalski, Thomas
T1  - Verbesserte seismische Nachweiskonzepte für Mauerwerksbauten in deutschen Erdbebengebieten
T2  - Adam, Christoph (Hrsg.) ; Univ. Innsbruck: 16. D-A-CH Tagung Erdbebeningenieurwesen & Baudynamik 2019 : 26. und 27. September 2019, Innsbruck
Y1  - 2019
SN  - 978-3-200-06454-6
SP  - 713
EP  - 722
CY  - Innsbruck
ER  - 
TY  - BOOK
A1  - Meskouris, Konstantin
A1  - Butenweg, Christoph
A1  - Hinzen, Klaus-G.
A1  - Höffer, Rüdiger
T1  - Structural Dynamics with Applications in Earthquake and Wind Engineering
Y1  - 2019
SN  - 978-3-662-57550-5
U6  - http://dx.doi.org/10.1007/978-3-662-57550-5
PB  - Springer
CY  - Berlin, Heidelberg
ER  - 
TY  - BOOK
A1  - Bröder, Alois
A1  - Bauschke, Stefan M.
T1  - Strom-Messwandler: Informationen für Anwender
Y1  - 2019
SN  - 978-3-8440-6233-5
N1  - gedruckt in der Bereichsbibliothek Jülich unter der Signatur 61 XXA 10
PB  - Shaker
CY  - Düren
ER  - 
TY  - CHAP
A1  - Meskouris, Konstantin
A1  - Butenweg, Christoph
A1  - Hinzen, Klaus-G.
A1  - Höffer, Rüdiger
T1  - Stochasticity of Wind Processes and Spectral Analysis of Structural Gust Response
T2  - Structural Dynamics with Applications in Earthquake and Wind Engineering
N2  - 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.
KW  - Wind turbulence
KW  - Gust wind response
KW  - Spectral analysis
Y1  - 2019
SN  - 978-3-662-57550-5 (Online)
SN  - 978-3-662-57548-2 (Print)
U6  - http://dx.doi.org/10.1007/978-3-662-57550-5_3
SP  - 153
EP  - 196
PB  - Springer
CY  - Berlin
ER  - 
TY  - JOUR
A1  - Herrmann, Ulf
A1  - Schwarzenbart, Marc
A1  - Dittmann-Gabriel, Sören
T1  - Speicher statt Kohle. Integration thermischer Stromspeicher in vorhandene Kraftwerksstandorte
JF  - BWK : Das Energie-Fachmagazin
Y1  - 2019
SN  - 1436-4883
VL  - 71
IS  - 4
SP  - 42
EP  - 45
PB  - Springer-VDI-Verl.
CY  - Düsseldorf
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Holtschoppen, Britta
T1  - Seismic design of structures and components in industrial units
T2  - Structural Dynamics with Applications in Earthquake and Wind Engineering
N2  - Industrial units consist of the primary load-carrying structure and various process engineering components, the latter being by far the most important in financial terms. In addition, supply structures such as free-standing tanks and silos are usually required for each plant to ensure the supply of material and product storage. Thus, for the earthquake-proof design of industrial plants, design and construction rules are required for the primary structures, the secondary structures and the supply structures. Within the framework of these rules, possible interactions of primary and secondary structures must also be taken into account. Importance factors are used in seismic design in order to take into account the usually higher risk potential of an industrial unit compared to conventional building structures. Industrial facilities must be able to withstand seismic actions because of possibly wide-ranging damage consequences in addition to losses due to production standstill and the destruction of valuable equipment. The chapter presents an integrated concept for the seismic design of industrial units based on current seismic standards and the latest research results. Special attention is devoted to the seismic design of steel thin-walled silos and tank structures.
KW  - Industrial units
KW  - Seismic design
KW  - Tanks
KW  - Silos
KW  - Components
Y1  - 2019
SN  - 978-3-662-57550-5
U6  - http://dx.doi.org/10.1007/978-3-662-57550-5_5
SP  - 359
EP  - 481
PB  - Springer
CY  - Berlin
ER  - 
TY  - BOOK
A1  - Pieper, Martin
T1  - Quantenmechanik: Einführung in die mathematische Formulierung
Y1  - 2019
SN  - 978-3-658-28328-5
U6  - http://dx.doi.org/10.1007/978-3-658-28329-2
PB  - Springer Spektrum
CY  - Wiesbaden
ER  - 
TY  - BOOK
A1  - Pieper, Martin
T1  - Quantenmechanik : Einführung in die mathematische Formulierung
Y1  - 2019
SN  - 978-3-658-28329-2
U6  - http://dx.doi.org/10.1007/978-3-658-28329-2
N1  - auch gedruckt in der Bereichbibliothek Jülich unter der Signatur 61 UHH 41
PB  - Springer Spektrum
CY  - Wiesbaden
ER  - 
TY  - JOUR
A1  - Reger, Vitali
A1  - Kuhnhenne, Markus
A1  - Hachul, Helmut
A1  - Döring, Bernd
A1  - Blanke, Tobias
A1  - Göttsche, Joachim
T1  - Plusenergiegebäude 2.0 in Stahlleichtbauweise
JF  - Stahlbau
Y1  - 2019
U6  - http://dx.doi.org/10.1002/stab.201900034
SN  - 1437-1049 (E-journal), 0038-9145 (print)
VL  - 88
IS  - 6
SP  - 522
EP  - 528
PB  - Ernst & Sohn
CY  - Berlin
ER  - 
TY  - JOUR
A1  - Rossi, Leonardo
A1  - Holtschoppen, Britta
A1  - Butenweg, Christoph
T1  - Official data on the economic consequences of the 2012 Emilia-Romagna earthquake: a first analysis of database SFINGE
JF  - Bulletin of Earthquake Engineering
Y1  - 2019
U6  - http://dx.doi.org/10.1007%2Fs10518-019-00655-8
VL  - 17
IS  - 9
SP  - 4855
EP  - 4884
PB  - Springer
CY  - Berlin
ER  - 
TY  - CHAP
A1  - Mahdi, Zahra
A1  - Rendón, Carlos
A1  - Schwager, Christian
A1  - Teixeira Boura, Cristiano José
A1  - Herrmann, Ulf
T1  - Novel concept for indirect solar-heated methane reforming
T2  - AIP Conference Proceedings
Y1  - 2019
U6  - http://dx.doi.org/10.1063/1.5117694
SN  - 0094-243X
VL  - 2126
SP  - 180014-1
EP  - 180014-7
PB  - AIP Publishing
CY  - Melville, NY
ER  - 
TY  - JOUR
A1  - Göttsche, Joachim
A1  - Alexopoulos, Spiros
A1  - Dümmler, Andreas
A1  - Maddineni, S. K.
T1  - Multi-Mirror Array Calculations With Optical Error
N2  - The optical performance of a 2-axis solar concentrator was simulated with the COMSOL Multiphysics® software. The concentrator consists of a mirror array, which was created using the application builder. The mirror facets are preconfigured to form a focal point. During tracking all mirrors are moved simultaneously in a coupled mode by 2 motors in two axes, in order to keep the system in focus with the moving sun. Optical errors on each reflecting surface were implemented in combination with the solar angular cone of ± 4.65 mrad. As a result, the intercept factor of solar radiation that is available to the receiver was calculated as a function of the transversal and longitudinal angles of incidence. In addition, the intensity distribution on the receiver plane was calculated as a function of the incidence angles.
KW  - solar process heat
KW  - concentrating collector
KW  - raytracing
KW  - point-focussing system
Y1  - 2019
SP  - 1
EP  - 6
ER  - 
TY  - BOOK
A1  - Budelmann, Harald
A1  - Butenweg, Christoph
ED  - Gunkler, Erhard
T1  - Mauerwerksbau: Bemessung und Konstruktion : Baustoffe, Bemessung und Ausführung, Brandschutz und Erdbeben, Nachhaltigkeit, Bewertung und Revitalisierung
Y1  - 2019
SN  - 978-3-8462-0371-2
N1  - gedruckt in der Bereichsbibliothek Bayernallee vorhanden
PB  - Bundesanzeiger Verlag
CY  - Köln
ET  - 2. überarbeitete und aktualisierte Auflage
ER  - 
TY  - JOUR
A1  - Marinkovic, Marko
A1  - Butenweg, Christoph
T1  - Innovative decoupling system for the seismic protection of masonry infill walls in reinforced concrete frames
JF  - Engineering Structures
Y1  - 2019
U6  - http://dx.doi.org/10.1016/j.engstruct.2019.109435
SN  - 0141-0296
VL  - 197
IS  - Article 109435
PB  - Elsevier
CY  - Amsterdam
ER  - 
TY  - JOUR
A1  - Dotzauer, Martin
A1  - Pfeiffer, Diana
A1  - Lauer, Markus
A1  - Pohl, Marcel
A1  - Mauky, Eric
A1  - Bär, Katharina
A1  - Sonnleitner, Matthias
A1  - Zörner, Wilfried
A1  - Hudde, Jessica
A1  - Schwarz, Björn
A1  - Faßauer, Burkhardt
A1  - Dahmen, Markus
A1  - Rieke, Christian
A1  - Herbert, Johannes
A1  - Thrän, Daniela
T1  - How to measure flexibility – Performance indicators for demand driven power generation from biogas plants
JF  - Renewable Energy
Y1  - 2019
U6  - http://dx.doi.org/10.1016/j.renene.2018.10.021
SN  - 0960-1481
SP  - 135
EP  - 146
PB  - Elsevier
CY  - Amsterdam
ER  - 
TY  - JOUR
A1  - Butenweg, Christoph
A1  - Marinkovic, Marko
A1  - Salatic, Ratko
T1  - Experimental results of reinforced concrete frames with masonry infills under combined quasi-static in-plane and out-of-plane seismic loading
JF  - Bulletin of Earthquake Engineering
Y1  - 2019
U6  - http://dx.doi.org/10.1007/s10518-019-00602-7
SN  - 1573-1456
VL  - 17
SP  - 3397
EP  - 3422
PB  - Springer
CY  - Berlin
ER  - 
TY  - CHAP
A1  - May, Martin
A1  - Breitbach, Gerd
A1  - Alexopoulos, Spiros
A1  - Latzke, Markus
A1  - Bäumer, Klaus
A1  - Uhlig, Ralf
A1  - Söhn, Matthias
A1  - Teixeira Boura, Cristiano José
A1  - Herrmann, Ulf
T1  - Experimental facility for investigations of wire mesh absorbers for pressurized gases
T2  - AIP Conference Proceedings
Y1  - 2019
U6  - http://dx.doi.org/10.1063/1.5117547
SN  - 0094243X
VL  - 2126
SP  - 030035-1
EP  - 030035-9
ER  - 
TY  - CHAP
A1  - Marinković, Marko
A1  - Butenweg, Christoph
ED  - Papadrakakis, Manolis
ED  - Fragiadakis, Michalis
T1  - Experimental and numerical analysis of RC frames with decoupled masonry infills
T2  - 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
N2  - 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.
KW  - Earthquake
KW  - In-plane
KW  - Out-of-plane
KW  - Isolation
KW  - Seismic
Y1  - 2019
SN  - 978-618-82844-5-6
U6  - http://dx.doi.org/10.7712/120119.7088.18845
SN  - 2623-3347
N1  - COMPDYN 2019, 24-26 June 2019, Crete, Greece.
SP  - 2464
EP  - 2479
PB  - National Technical University of Athens
CY  - Athen
ER  - 
TY  - JOUR
A1  - Steuer-Dankert, Linda
A1  - Gilmartin, Shannon K.
A1  - Muller, Carol B.
A1  - Dungs, Carolin
A1  - Sheppard, Sheri
A1  - Leicht-Scholten, Carmen
T1  - Expanding engineering limits : a concept for socially responsible education of engineers
JF  - The international journal of engineering education
Y1  - 2019
SN  - 0949-149X
VL  - 35
IS  - 2
SP  - 658
EP  - 673
ER  - 
TY  - JOUR
A1  - Rossi, Leonardo
A1  - Stupazzini, Marco
A1  - Parisi, Davide
A1  - Holtschoppen, Britta
A1  - Ruggieri, Gabriella
A1  - Butenweg, Christoph
T1  - Empirical fragility functions and loss curves for long-span-beam buildings based on the 2012 Emilia-Romagna earthquake official database
JF  - Bulletin of Earthquake Engineering
N2  - The 2012 Emilia-Romagna earthquake, that mainly struck the homonymous Italian region provoking 28 casualties and damage to thousands of structures and infrastructures, is an exceptional source of information to question, investigate, and challenge the validity of seismic fragility functions and loss curves from an empirical standpoint. Among the most recent seismic events taking place in Europe, that of Emilia-Romagna is quite likely one of the best documented, not only in terms of experienced damages, but also for what concerns occurred losses and necessary reconstruction costs. In fact, in order to manage the compensations in a fair way both to citizens and business owners, soon after the seismic sequence, the regional administrative authority started (1) collecting damage and consequence-related data, (2) evaluating information sources and (3) taking care of the cross-checking of various reports. A specific database—so-called Sistema Informativo Gestione Europa (SFINGE)—was devoted to damaged business activities. As a result, 7 years after the seismic events, scientists can rely on a one-of-a-kind, vast and consistent database, containing information about (among other things): (1) buildings’ location and dimensions, (2) occurred structural damages, (3) experienced direct economic losses and (4) related reconstruction costs. The present work is focused on a specific data subset of SFINGE, whose elements are Long-Span-Beam buildings (mostly precast) deployed for business activities in industry, trade or agriculture. With the available set of data, empirical fragility functions, cost and loss ratio curves are elaborated, that may be included within existing Performance Based Earthquake Engineering assessment toolkits.
KW  - Empirical fragility functions
KW  - Empirical consequence curves
KW  - Precast buildings
KW  - Emilia-Romagna earthquake
KW  - PBEE
Y1  - 2019
U6  - http://dx.doi.org/10.1007/s10518-019-00759-1
SN  - 1573-1456
VL  - 18
SP  - 1693
EP  - 1721
PB  - Springer Nature
ER  -