TY  - JOUR
A1  - Wolf, Martin R.
A1  - Foltz, Christian
A1  - Schlick, Christopher
A1  - Luczak, Holger
T1  - Empirische Untersuchung eines Groupware-basierten Unterstützungs-Systems für verfahrenstechnische Entwickler / Wolf, M. ; Foltz, C. ; Schlick, C. ; Luczak, H.
JF  - Zeitschrift für Arbeitswissenschaft. 54 (2000), H. 3-4
Y1  - 2000
SN  - 0340-2444
SP  - 258
EP  - 266
PB  - -
ER  - 
TY  - JOUR
A1  - Karnatak, Rajat
A1  - Kantz, Holger
A1  - Bialonski, Stephan
T1  - Early warning signal for interior crises in excitable systems
JF  - Physical Review E
Y1  - 2017
U6  - https://doi.org/10.1103/PhysRevE.96.042211
SN  - 2470-0053
VL  - 96
IS  - 4
SP  - 042211
ER  - 
TY  - JOUR
A1  - Kubalski, Thomas
A1  - Butenweg, Christoph
A1  - El-Deib, Khaled
ED  - Jesse, Dirk
T1  - Vereinfachte Berücksichtigung der Rahmentragwirkung in Mauerwerksgebäuden
T1  - Simplified consideratioon of framing effects in masonry buildings
JF  - Bautechnik
N2  - Aufgrund der gestiegenen Anforderungen durch höhere Ein-wirkungen aus Wind und Erdbeben ist eine Verbesserung und Optimierung der Berechnungs- und Bemessungsansätze für Mauerwerksbauten erforderlich. Eine bessere Ausnutzung der Tragwerksreserven ist durch die Berücksichtigung der Rah-mentragwirkung mit einer Aktivierung der Deckenscheiben in den Rechenmodellen möglich, die in der Praxis aufgrund der Komplexität der Wand-Decken-Interaktion bislang nicht aus-genutzt wird. Im vorliegenden Aufsatz wird ein vereinfachter Ansatz auf Grundlage der mitwirkenden Plattenbreite von Schubwänden aus Mauerwerk vorgestellt, der die wesentli-chen Einfl ussfaktoren in parametrisierten Tabellen erfasst. Damit steht den Tragwerksplanern ein einfach anwendbares Werkzeug zur Verfügung, um die Rahmentragwirkung in der Mauerwerksbemessung anzusetzen.
N2  - Due to the increased requirements resulting from higher wind and earthquake loads, it is necessary to improve and optimise the calculation and design approaches for masonry structures. An important contribution to a better utilisation of the structural load-bearing reserves is the consideration of the framing ef-fects through the activation of the fl oor slabs in the calculation models, which has not been utilised in practice so far due to the complexity of the wall-slab interaction. The paper presents a simplifi ed approach based on the contributory slab width, which captures the essential infl uencing factors in parameter-ised tables. This provides structural engineers with a simple tool to exploit the frame load-bearing effect in masonry design.
KW  - Rahmentragwirkung
KW  - Mauerwerksgebäude
KW  - Wand-Decken-Interaktion
KW  - Momentenverteilung
KW  - DIN EN 1996
Y1  - 2022
U6  - https://doi.org/10.1002/bate.202200081
SN  - 0932-8351
SN  - 1437-0999
VL  - 99
IS  - 12
SP  - 865
EP  - 928
PB  - Ernst & Sohn
CY  - Berlin
ER  - 
TY  - JOUR
A1  - König, Johannes Alexander
A1  - Völker, Veronika
A1  - Wolf, Martin R.
A1  - Schuba, Marko
T1  - Gamified Hacking Offence Simulation-based Training (GHOST)
JF  - Crisis Prevention
Y1  - 2016
VL  - 2016
IS  - 3
SP  - 44
EP  - 46
PB  - Beta
CY  - Bonn
ER  - 
TY  - JOUR
A1  - Oertel, Mario
A1  - Bung, Daniel Bernhard
T1  - Hochwasserschutz - eine Aufgabe für eine nachhaltige Wasserwirtschaft
JF  - Wasserwirtschaft
KW  - Wasserbau
KW  - Architektur
KW  - Wasserwirtschaft
KW  - Deutschland
Y1  - 2021
SN  - 0043-0978
VL  - 111
IS  - 9-10
SP  - 3
EP  - 19
PB  - Springer Vieweg
CY  - Wiesbaden
ER  - 
TY  - JOUR
A1  - Dachwald, Bernd
T1  - Verwendung eines neuronalen Reglers und evolutionärer Algorithmen zur Berechnung optimaler interplanetarer Sonnenseglerbahnen
JF  - Deutscher Luft- und Raumfahrtkongress 2003 : München, 17. bis 20. November 2003, Motto: 100 Jahre Motorflug - 112 Jahre Menschenflug: Visionen gestalten Zukunft / Deutsche Gesellschaft für Luft- und Raumfahrt - Lilienthal-Oberth e.V. (DGLR). [Red.: Peter Brandt (verantwortlich)]. - Bd. 1. - (Jahrbuch ... der Deutschen Gesellschaft für Luft- und Raumfahrt)
Y1  - 2003
N1  - Deutscher Luft- und Raumfahrt-Kongreß <2003, München> ; Deutsche Gesellschaft für Luft- und Raumfahrt - Lilienthal-Oberth ; DGLR-2002-089
SP  - 211
EP  - 218
CY  - Bonn
ER  - 
TY  - JOUR
A1  - Eggert, Mathias
A1  - Knackstedt, Ralf
A1  - Fleischer, Stefan
A1  - Becker, Jörg
T1  - The Potential of Configurative Reference Modeling for Business to Government Reporting – A Modeling Technique and its Evaluation
JF  - e-Service Journal
Y1  - 2013
SN  - 1528-8234
VL  - 9
IS  - 1
SP  - 28
EP  - 59
PB  - Indiana University Press
CY  - Bloomington
ER  - 
TY  - JOUR
A1  - Marinković, Marko
A1  - Flores Calvinisti, Santiago
A1  - Butenweg, Christoph
T1  - Numerical analysis of reinforced concrete frame buildings with decoupled infill walls
T1  - Numerička analiza armiranobe tonskih okvirnih zgrada sa izolovanom zidanom ispunom
JF  - Building Materials and Structures
JF  - Građevinski materijali i konstrukcije
N2  - Reinforced concrete (RC) buildings with masonry infill
walls are widely used in many countries all over the
world. Although infills are considered as non-structural
elements, they significantly change dynamic characteristics
of RC frame structures during earthquake
excitation. Recently, significant effort was spent on
studying decoupled infills, which are isolated from the
surrounding frame usually by adding a gap between
frame and infill. In this case, the frame deformation does
not activate infill wall, thus infills are not influencing the
behaviour of the frame. This paper presents the results of
the investigation of the behaviour of RC frame buildings
with the INODIS system that decouples masonry infills
from the surrounding frame. Effect of masonry infill
decoupling was investigated first on the one-bay onestorey
frame. This was used as a base for parametric
study on the frames with more bays and storeys, as well
as on the building level. Change of stiffness and dynamic
characteristics was analysed as well as response under
earthquake loading. Comparison with the bare frame and
traditionally infilled frame was performed. The results
show that behaviour of the decoupled infilled frames is
similar to the bare frame, whereas behaviour of frames
with traditional infills is significantly different and demands
complex numerical models. This means that if adequate
decoupling is applied, design of
N2  - Armiranobetonske (AB) zgrade sa zidanom ispunom
se izvode u mnogim zemljama širom sveta. Iako se
zidana ispuna posmatra kao nekonstruktivni element, ona
značajno utiče na promenu dinamičkih karakteristika AB
ramovskih konstrukcija u toku zemljotresnog dejstva.
Odskora, značajan napor je utrošen na istraživanje
izolovanih ispuna, koje su odvojene od okolnog rama
obično ostavljanjem prostora između rama i ispune. U
ovom slučaju deformacija rama ne aktivira ispunu i na taj
način ispuna ne utiče na ponašanje rama. Ovaj rad
predstavlja rezultate istraživanja ponašanja AB
ramovskih zgrada sa INODIS sistemom koji izoluje ispunu
u odnosu na okolni ram. Uticaj izolovane ispune je prvo
ispitan na jednospratnim i jednobrodnim ramovima. Ovo
je iskorišćeno kao osnova za parametarsku analizu na
višespratnim i višebrodnim ramovima, kao i na primeru
zgrade. Promena krutosti i dinamičkih karakteristika je
analizirano kao i odgovor pri zemljotresnom dejstvu.
Izvršeno je poređenje sa praznom ramovskom
konstrukcijom kao i ramovima ispunjenim ispunom na
tradicionalni način. Rezultati pokazuju da je ponašanje
ramova sa izolovanom ispunom slično ponašanju praznih
ramova, dok je ponašanje ramova sa tradicionalnom
ispunom daleko drugačije i zahteva kompleksne
numeričke modele. Ovo znači da ukoliko se primeni
adekvatna konstruktivna mera izolacije ispune, proračun
ramovskim zgrada sa zidanom ispunom se može
značajno pojednostaviti.
KW  - masonry infill
KW  - seismic
KW  - INODIS
KW  - in-plane behaviour
KW  - out-of-plane behaviour
Y1  - 2020
U6  - https://doi.org/10.5937/GRMK2004013M
SN  - 2217-8139
N1  - Text serbisch, ab 2011 serbisch und englisch
VL  - 63
IS  - 4
SP  - 13
EP  - 48
PB  - Society for Materials and Structures Testing of Serbia
CY  - Belgrad
ER  - 
TY  - JOUR
A1  - Dachwald, Bernd
A1  - Wie, Bong
T1  - Solar Sail Trajectory Optimization for Intercepting, Impacting, and Deflecting Near-Earth Asteroids
JF  - AIAA Guidance, Navigation and Control Conference and Exhibit - AIAA Modeling and Simulation Technologies Conference and Exhibit - AIAA Atmospheric Flight Mechanics Conference and Exhibit : [San Francisco, California, 15 - 18 August 2005 ; papers]. - (AIAA meeting papers on disc ; [10.]2005,16-17)
Y1  - 2005
SN  - 1-56347-765-3
N1  - American Institute of Aeronautics and Astronautics <Reston, Va.> ; AIAA Guidance, Navigation, and Control Conference and Exhibit <2005, San Francisco, Calif.> ; AIAA paper number: AIAA-2006-6176
PB  - American Institute of Aeronautics and Astronautics
CY  - Reston, Va.
ER  - 
TY  - JOUR
A1  - Oertel, Mario
A1  - Bung, Daniel Bernhard
T1  - Numerische Strömungssimulationen von Fließgewässern : Praxisanwendungen und zukünftige Entwicklungen
JF  - Korrespondenz Wasserwirtschaft : KW
Y1  - 2015
SN  - 1616-430X
VL  - 8
IS  - H. 3
SP  - 177
EP  - 182
PB  - Gesellschaft zur Förderung der Abwassertechnik
CY  - Hennef
ER  -