Conference Proceeding
Refine
Year of publication
- 2018 (77) (remove)
Institute
- Fachbereich Elektrotechnik und Informationstechnik (22)
- Fachbereich Energietechnik (13)
- Fachbereich Luft- und Raumfahrttechnik (13)
- IfB - Institut für Bioengineering (11)
- Fachbereich Maschinenbau und Mechatronik (9)
- Fachbereich Bauingenieurwesen (7)
- Fachbereich Medizintechnik und Technomathematik (7)
- Solar-Institut Jülich (4)
- ECSM European Center for Sustainable Mobility (2)
- MASKOR Institut für Mobile Autonome Systeme und Kognitive Robotik (2)
Document Type
- Conference Proceeding (77) (remove)
Keywords
- Serious Game (2)
- Agility (1)
- Antarctica (1)
- Awareness (1)
- CDG (1)
- Competence Developing Game (1)
- Energy efficiency (1)
- Engineering optimization (1)
- Enterprise Architecture (1)
- GOSSAMER-1 (1)
- INODIS (1)
- Jupiter (1)
- Latin Hypercube Sampling (1)
- Literatur-analyse-prozess (1)
- Literaturanalyse (1)
- Literaturdaten (1)
- Literature review (1)
- MASCOT (1)
- Mars (1)
- Planetary exploration (1)
- Player Types (1)
- Pump System (1)
- RC frames (1)
- Research process (1)
- Story (1)
- Text Analytics (1)
- Text analytics (1)
- Text mining (1)
- Video Game (1)
- Water (1)
- Wissenstransfer (1)
- agile (1)
- business simulation (1)
- earthquakes (1)
- habitability (1)
- ice moons (1)
- icy moons (1)
- in-plane and out-of-plane failure (1)
- life detection (1)
- multiple NEA rendezvous (1)
- small spacecraft (1)
- solar sail (1)
- space missions (1)
- tablet game (1)
- underwater vehicle (1)
Is part of the Bibliography
- no (77)
We propose a stochastic programming method to analyse limit and shakedown of structures under random strength with lognormal distribution. In this investigation a dual chance constrained programming algorithm is developed to calculate simultaneously both the upper and lower bounds of the plastic collapse limit or the shakedown limit. The edge-based smoothed finite element method (ES-FEM) using three-node linear triangular elements is used.
This paper presents NLP Lean Programming
framework (NLPf), a new framework
for creating custom natural language processing
(NLP) models and pipelines by utilizing
common software development build systems.
This approach allows developers to train and
integrate domain-specific NLP pipelines into
their applications seamlessly. Additionally,
NLPf provides an annotation tool which improves
the annotation process significantly by
providing a well-designed GUI and sophisticated
way of using input devices. Due to
NLPf’s properties developers and domain experts
are able to build domain-specific NLP
applications more efficiently. NLPf is Opensource
software and available at https://
gitlab.com/schrieveslaach/NLPf.
Seismic design of buried pipeline systems for energy and water supply is not only important for plant and operational safety but also for the maintenance of the supply infrastructure after an earthquake. The present paper shows special issues of the seismic wave impacts on buried pipelines, describes calculation methods, proposes approaches and gives calculation examples. This paper regards the effects of transient displacement differences and resulting tensions within the pipeline due to the wave propagation of the earthquake. However, the presented model can also be used to calculate fault rupture induced displacements. Based on a three-dimensional Finite Element Model parameter studies are performed to show the influence of several parameters such as incoming wave angle, wave velocity, backfill height and synthetic displacement time histories. The interaction between the pipeline and the surrounding soil is modeled with non-linear soil springs and the propagating wave is simulated affecting the pipeline punctually, independently in time and space. Special attention is given to long-distance heat pipeline systems. Here, in regular distances expansion bends are arranged to ensure movements of the pipeline due to high temperature. Such expansion bends are usually designed with small bending radii, which during the earthquake lead to high bending stresses in the cross-section of the pipeline. Finally, an interpretation of the results and recommendations are given for the most critical parameters.