Results 81 to 90 of about 3,395 (206)
This study evaluated the structural safety of 9 greenhouse types under extreme weather loads using a nonlinear finite element method (FEM) model that accounts for material nonlinearity of clamp joint.
Byung-Hun Seo +7 more
doaj +1 more source
The steel roof structure of a hangar [PDF]
Obsahem této práce je návrh a statické posouzení ocelové konstrukce zastřešení hangáru pro vrtulová letadla typu Cessna. Půdorysné rozměry jsou 40,0 x 60,0 m, výška objektu cca 12,0 m.
Pojezný, Tomáš
core
Lateral buckling is the governing failure mode affecting the strength of cold-formed steel purlins. In industrial roofing systems, these purlins are frequently restrained by two or three anti-sag bars within their spans.
Yun Ye +3 more
doaj +1 more source
What does touch tell us about emotions in touchscreen-based gameplay? [PDF]
This is the post-print version of the Article. The official published version can be accessed from the link below - Copyright @ 2012 ACM. It is posted here by permission of ACM for your personal use.
Bianchi-Berthouze, N, Gao, Y, Meng, H
core +1 more source
The behaviour of roof gable walls under the effect of earthquake load [PDF]
In this study, the effect of earthquake loads on roof gable walls and the behaviours of these roof gable walls are investigated. In preparation of the study, two experiments on cradle roof system which gets and does not get any loads off the roof members
F. S. Balik, M. Kamanli
core
V diplomové práci je vypracován návrh nosné ocelové konstrukce sportovní haly o půdorysných rozměrech 45x54 m, maximální výškou 15,5 m, pro oblast Znojmo.
Zogata, Pavel
core
Three Aisled Steel Building for Industrial Production [PDF]
Tématem bakalářské práce je návrh nosné ocelové konstrukce trojlodního objektu pro průmyslovou výrobu. Půdorysné rozměry jsou 18+24+18m x 78m a výška 14,4m.
Volejník, Petr
core
Non-linear finite element investigation on the behavior of cold-formed plain lipped C-section in shear, and combined bending and shear [PDF]
The paper provides numerical simulations, based on the finite element method (FEM) using the software package ANSYS/Standard, of high strength C-section cold-formed steel purlins in shear and combined bending and shear. The simulations were compared with
AMANAT, Khan Mahmud +1 more
core
Collision-free trajectory planning for robotic assembly of lightweight structures. [PDF]
Shu J, Li W, Gao Y.
europepmc +1 more source
Condensation Risk – Impact of Improvements to Part L and Robust Details on Part C -Interim report number 7: Final report on project fieldwork [PDF]
This report sets out, in draft1, the results of the fieldwork phase of research into the impacts of the 2002 revisions to Part L of the building regulations (Approved Document L1 - DTLR, 2001), and the adoption of Robust Details (RDs - DEFRA 2001) on the
Bell, M, Miles-Shenton, D, Smith, M
core

