TY  - CHAP
A1  - Hofmann, Till
A1  - Limpert, Nicolas
A1  - Mataré, Viktor
A1  - Ferrein, Alexander
A1  - Lakemeyer, Gerhard
T1  - Winning the RoboCup Logistics League with Fast Navigation, Precise Manipulation, and Robust Goal Reasoning
T2  - RoboCup 2019: Robot World Cup XXIII. RoboCup
Y1  - 2019
SN  - 978-3-030-35699-6
U6  - http://dx.doi.org/10.1007/978-3-030-35699-6_41
N1  - Lecture Notes in Computer Science, vol 11531
SP  - 504
EP  - 516
PB  - Springer
CY  - Cham
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  - CHAP
A1  - Chavez Bermudez, Victor Francisco
A1  - Wollert, Jörg
T1  - Gateway for Automation Controllers and Cloud based Voice Recognition Services
T2  - KommA, 10. Jahreskolloquium Kommunikation in der Automation
Y1  - 2019
SN  - 978-3-944722-85-6
SP  - 1
EP  - 8
PB  - Institut für Automation und Kommunikation
CY  - Magdeburg
ER  - 
TY  - CHAP
A1  - Giresini, Linda
A1  - Butenweg, Christoph
T1  - Earthquake resistant design of structures according to Eurocode 8
T2  - Structural Dynamics with Applications in Earthquake and Wind Engineering
N2  - The chapter initially provides a summary of the contents of Eurocode 8, its aim being to offer both to the students and to practising engineers an easy introduction into the calculation and dimensioning procedures of this earthquake code. Specifically, the general rules for earthquake-resistant structures, the definition of design response spectra taking behaviour and importance factors into account, the application of linear and non-linear calculation methods and the structural safety verifications at the serviceability and ultimate limit state are presented. The application of linear and non-linear calculation methods and corresponding seismic design rules is demonstrated on practical examples for reinforced concrete, steel and masonry buildings. Furthermore, the seismic assessment of existing buildings is discussed and illustrated on the example of a typical historical masonry building in Italy. The examples are worked out in detail and each step of the design process, from the preliminary analysis to the final design, is explained in detail.
KW  - Seismic design
KW  - Eurocode 8
KW  - Design examples
KW  - Response spectrum
KW  - Pushover 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_4
SP  - 197
EP  - 358
PB  - Springer
CY  - Berlin
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  - JOUR
A1  - Finkenberger, Isabel Maria
T1  - Bodenpolitik als Instrument strategischer Transformation
JF  - UrbanLab-Magazin : Fachzeitschrift für Stadt- und Quartierplanung
Y1  - 2019
VL  - 2019
IS  - 05
SP  - 18
EP  - 25
ER  - 
TY  - JOUR
A1  - Kunkel, Maximilian Hugo
A1  - Gebhardt, Andreas
A1  - Mpofu, Khumbulani
A1  - Kallweit, Stephan
T1  - Quality assurance in metal powder bed fusion via deep-learning-based image classification
JF  - Rapid Prototyping Journal
Y1  - 2019
U6  - http://dx.doi.org/10.1108/RPJ-03-2019-0066
SN  - 1355-2546
VL  - 26
IS  - 2
SP  - 259
EP  - 266
ER  - 
TY  - JOUR
A1  - Schiedermeier, Maximilian
A1  - Rettner, Cornelius
A1  - Heilmann, Marcel
A1  - Schneider, Felix
A1  - Marz, Martin
T1  - Interference of automotive HV-DC-systems by traction voltage-source-inverters (VSI)
JF  - 2019 IEEE Transportation Electrification Conference (ITEC-India)
Y1  - 2019
U6  - http://dx.doi.org/10.1109/ITEC-India48457.2019.ITECINDIA2019-37
SP  - 1
EP  - 6
PB  - IEEE
CY  - New York
ER  - 
TY  - JOUR
A1  - Gronsfeld, Richard
A1  - Joachim, Klubert
A1  - Malecha, Hartmut
T1  - 3-D-Visualisierung von vorhandenen Staubauwerken zur holistischen Planung und Überwachung
JF  - Wasserwirtschaft
Y1  - 2019
U6  - http://dx.doi.org/10.1007/s35147-019-0075-x
SN  - 2192-8762
N1  - gedruckt in der Bereichsbibliothek Bayernallee unter der Signatur 13 Z 218 vorhanden
VL  - 109
IS  - 5
SP  - 82
EP  - 85
PB  - Springer
CY  - Berlin
ER  - 
TY  - PAT
A1  - Dauer, David-Raphael
A1  - Hojdis, Nils
A1  - Müller, Norbert
A1  - Recker, Carla
A1  - Schax, Fabian
A1  - Schöffel, Julia
A1  - Tarantola, Gesa
A1  - Weber, Christine
T1  - Schwefelvernetzbare Kautschukmischung, Vulkanisat der Kautschukmischung und Fahrzeugreifen
N2  - Die Erfindung betrifft eine schwefelvernetzbare Kautschukmischung, deren Vulkanisat und einen Fahrzeugreifen. Die schwefelvernetzbare Kautschukmischung enthält wenigstens die folgenden Bestandteile: - wenigstens einen Dienkautschuk; und - 10 bis 300 phr wenigstens einer Kieselsäure; und - 1 bis 30 phf wenigstens eines Silans A mit der allgemeinen Summenformel A-I) A-I)(R1)oSi-R2-(S-R3)q-S-X; und - 0,5 bis 30 phf wenigstens eines Silans B mit der allgemeinen Summenformel B-I) B-I) (R1)oSi-R2-(S-R3)u-S-R2-Si(R1)o wobei q =1, 2 oder 3 ist; und u = 1, 2 oder 3 ist; und X ein Wasserstoffatom oder eine –C(=O)-R8 Gruppe ist wobei R8 ausgewählt ist aus Wasserstoff, C1-C20 Alkylgruppen, vorzugsweise C1-C17, C6-C20- Arylgruppen, vorzugsweise Phenyl, C2-C20-Alkenylgruppen und C7-C20-Aralkylgruppen.
Y1  - 2019
N1  - Patent WO2019105614A1 06.06.2019
auch veröffentlicht unter 
CN111386199A; DE102017221232A1; 
 TW201925306A
ER  -