TY  - BOOK
A1  - Olk, Ulrich
T1  - Entwicklung eines Struktur- und Ablaufmodells für industrialisiertes Bauen
Y1  - 1980
N1  - Dortmund, Univ., Diss., 1980
ER  - 
TY  - RPRT
A1  - Thoma, Andreas
A1  - Laarmann, Lukas
A1  - Merkens, Torsten
A1  - Franzke, Till
A1  - Möhren, Felix
A1  - Buttermann, Lilly
A1  - van der Weem, Dirk
A1  - Fischer, Maximilian
A1  - Misch, Philipp
A1  - Böhme, Mirijam
A1  - Röth, Thilo
A1  - Hebel, Christoph
A1  - Ritz, Thomas
A1  - Franke, Marina
A1  - Braun, Carsten
T1  - Entwicklung eines intermodalen Mobilitätskonzeptes für die Pilotregion NRW/Rhein-Maas Euregio und Schaffung voller Kundenakzeptanz durch Transfer von Standards aus dem PKW-Bereich auf ein Flugtaxi : Schlussbericht : Projektakronym: SkyCab (Kategorie B) : Laufzeit in Monaten: 6 : Hauptthema: Kategorie B: Innovative Ideen mit Bezug zu UAS/Flugtaxis
Y1  - 2020
N1  - Förderkennzeichen BMVI 45UAS1027A-F
PB  - FH Aachen
CY  - Aachen
ER  - 
TY  - JOUR
A1  - Hegger, Josef
A1  - Claßen, Martin
A1  - Schaumann, Peter
A1  - Sothmann, Jörg
A1  - Feldmann, Markus
A1  - Döring, Bernd
T1  - Entwicklung einer integrierten Verbunddecke für nachhaltige Stahlbauten
JF  - Stahlbau
Y1  - 2013
SN  - 1437-1049 (E-Journal); 0038-9145 (Print)
VL  - Vol. 82
IS  - Iss. 1
SP  - 11
EP  - 17
PB  - Wiley
CY  - Weinheim
ER  - 
TY  - JOUR
A1  - Polumsky, Dieter
A1  - Kirsch, Helmut
T1  - Entscheidungsfindung für oder gegen Verkehrsverlagerungen / Kirsch, Helmut; Polumsky, Dieter
JF  - Der Städtetag. 37 (1984), H. 6
Y1  - 1984
SN  - 0038-9048
SP  - 417
EP  - 427
ER  - 
TY  - JOUR
A1  - Müller, Karsten
A1  - Grinwis, Stefan
T1  - Entlastungs- und Betriebsverhalten eines gesteuerten Stauraumkanals mit mittiger Entlastung
JF  - KA Abwasser Abfall. Bd. 53 (2006), H. 12
Y1  - 2006
SN  - 1616-430X
N1  - Artikel unter dem angegebenen Link bei Jg. 2006, H. 12, Entwässerungssysteme.
SP  - 1238
EP  - 1245
ER  - 
TY  - CHAP
A1  - Kuhnhenne, Markus
A1  - Döring, Bernd
A1  - Pyschny, Dominik
A1  - Feldmann, Markus
T1  - Energy efficient sandwich construction
T2  - Proceedings of the VI International Congress on Architectural Envelopes : 20.6. - 22.6.2012, San Sebastian, Spain
Y1  - 2012
SP  - 277
EP  - 285
PB  - ICAE
ER  - 
TY  - RPRT
A1  - Labory, F.
A1  - Cajot, L. G.
A1  - Mees, C.
A1  - Delcuve, F.
A1  - Döring, Bernd
A1  - Kuhnhenne, Markus
A1  - Kesti, J.
A1  - Lawson, M.
A1  - Baddoo, N.
A1  - Ogden, R.
A1  - Griffin, A.
A1  - Spasov, Y.
A1  - Bonilla, A.
A1  - Cagigal, E.
T1  - Energy efficient buildings through innovative systems in steel : final report. Contract No RFSR-CT-2003-00017. EUR 23180 EN
Y1  - 2008
SN  - 978-92-79-07681-7
PB  - European Communities
CY  - Luxembourg
ER  - 
TY  - CHAP
A1  - Kerpen, Nils B.
A1  - Bung, Daniel B.
A1  - Valero, Daniel
A1  - Schlurmann, Torsten
T1  - Energy dissipation within the wave run-up at stepped revetments
T2  - 8th Chinese-German Joint Symposium on Hydraulic and Ocean Engineering, Qingdao, China
KW  - energy disspation
KW  - wave run-up
KW  - friction
Y1  - 2016
ER  - 
TY  - JOUR
A1  - Kerpen, Nils B.
A1  - Bung, Daniel B.
A1  - Valero, Daniel
A1  - Schlurmann, Torsten
T1  - Energy dissipation within the wave run-up at stepped revetments
JF  - Journal of Ocean University of China
Y1  - 2017
U6  - http://dx.doi.org/10.1007/s11802-017-3355-z
SN  - 1993-5021
VL  - 16
IS  - 4
SP  - 649
EP  - 654
PB  - Springer
CY  - Berlin
ER  - 
TY  - JOUR
A1  - Valero, Daniel
A1  - Bung, Daniel B.
A1  - Crookston, B.M.
T1  - Energy dissipation of a Type III basin under design and adverse conditions for stepped and smooth spillways
JF  - Journal of Hydraulic Engineering
N2  - New information regarding the influence of a stepped chute on the hydraulic performance of the United States Bureau of Reclamation (Reclamation) Type III hydraulic jump stilling basin is presented for design (steady) and adverse (decreasing tailwater) conditions. Using published experimental data and computational fluid dynamics (CFD) models, this paper presents a detailed comparison between smooth-chute and stepped-chute configurations for chute slopes of 0.8H:1V and 4H:1V and Froude numbers (F) ranging from 3.1 to 9.5 for a Type III basin designed for F = 8. For both stepped and smooth chutes, the relative role of each basin element was quantified, up to the most hydraulic extreme case of jump sweep-out. It was found that, relative to a smooth chute, the turbulence generated by a stepped chute causes a higher maximum velocity decay within the stilling basin, which represents an enhancement of the Type III basin’s performance but also a change in the relative role of the basin elements. Results provide insight into the ability of the CFD models [unsteady Reynolds-averaged Navier-Stokes (RANS) equations with renormalization group (RNG) k-ϵ turbulence model and volume-of-fluid (VOF) for free surface tracking] to predict the transient basin flow structure and velocity profiles. Type III basins can perform adequately with a stepped chute despite the effects steps have on the relative role of each basin element. It is concluded that the classic Type III basin design, based upon methodology by reclamation specific to smooth chutes, can be hydraulically improved for the case of stepped chutes for design and adverse flow conditions using the information presented herein.
Y1  - 2018
U6  - http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0001482
SN  - 0733-9429
N1  - Article number 04018036
VL  - 144
IS  - 7
PB  - ASCE
CY  - Reston, Va.
ER  -