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Wyszukujesz frazę "truss frame" wg kryterium: Temat


Wyświetlanie 1-3 z 3
Tytuł:
Projekt konstrukcji stalowej Muzeum Sztuki Nowoczesnej
The Museum of Modern Art steel structure design
Autorzy:
Kaczmarczyk, Anna Dominika
Król, Paweł
Powiązania:
https://bibliotekanauki.pl/articles/1860517.pdf
Data publikacji:
2021
Wydawca:
Polski Związek Inżynierów i Techników Budownictwa
Tematy:
Muzeum Sztuki Nowoczesnej w Warszawie
projekt
konstrukcja stalowa
konstrukcja pierścieniowa
torus
rama kratowa
obciążenie wiatrem
ciśnienie wiatru
obciążenie śniegiem
symulacja komputerowa
Museum of Modern Art in Warsaw
design
steel structure
ring-shaped structure
truss frame
wind load
wind pressure
snow load
computer simulation
Opis:
W artykule zaprezentowano wybrane zagadnienia wchodzące w skład projektu konstrukcji stalowej na planie pierścienia o unikalnej geometrii, którą opracowano przy założeniu jak największej powtarzalności rozwiązań. Przedstawiony został sposób postępowania przy ustalaniu obciążenia wiatrem i śniegiem dla kształtu obiektu, którego nie przewidują procedury normowe. Scharakteryzowano również przyjęte założenia i parametry optymalizacji przy wymiarowaniu konstrukcji oraz metodykę obliczania węzłów, których pręty leżą w różnych i nieprostopadłych do siebie płaszczyznach.
The article contains selected issues included in the design of a steel structure on the plan of a ring with a unique geometry, which was developed with the assumption of the highest repeatability of solutions. The procedure for determining the wind and snow load for the shape of an object, which is not provided by standard procedures, was presented. The adopted assumptions and optimisation parameters for designing the structure as well as the methodology of calculating nodes with bars located in different and non-perpendicular planes were also characterized.
Źródło:
Przegląd Budowlany; 2021, 92, 5-6; 60-70
0033-2038
Pojawia się w:
Przegląd Budowlany
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Experimentally assisted modelling of the behaviour of steel angle brace
Autorzy:
Barszcz, A. M.
Powiązania:
https://bibliotekanauki.pl/articles/231314.pdf
Data publikacji:
2014
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
rama stalowa
kratownica usztywniająca
zastrzał
połączenie typu widelec
połączenie spawane
połączenie śrubowe
charakterystyka siła-odkształcenie
steel frame
truss bracing
angle brace
fork connection
welded connection
bolted connection
force-deformation characteristitic
Opis:
Steel frame wind bracing systems are usually made of hot rolled profiles connected to frame elements directly or through a gusset plate. The behaviour of angle bracing members is generally complex since controlled by tension or compression, bending and torsion. The common practice is to transform the problem of complex behaviour into the buckling strength of a truss member. This paper deals with an analytical formulation of the force-deformation characteristic of a single angle brace subjected to compression. A strut model takes into consideration the effect of brace end connections and softening effect of its force-deformation characteristic. Two different boundary conditions, typical for engineering practice, are dealt with. Experimental program of testing the behaviour of angle brace in portal sub-frame specimens is described. Results of experimental investigations are presented. They are used for the validation of developed model. Conclusions are formulated with reference to the application of validated brace model in the analysis of braced steel frameworks.
Źródło:
Archives of Civil Engineering; 2014, 60, 1; 3-39
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Średniowieczne konstrukcje ciesielskie południowego skrzydła zamku kapituły warmińskiej w Olsztynie. Przyczynek do historii zamku
Medieval carpentry structures of the southern wing of the Warmia Chapter Castle in Olsztyn. Contribution to the history of the castle
Autorzy:
Skarżyńska-Wawrykiewicz, Magdalena
Wawrykiewicz, Leszek
Powiązania:
https://bibliotekanauki.pl/articles/538693.pdf
Data publikacji:
2015
Wydawca:
Narodowy Instytut Dziedzictwa
Tematy:
Prusy
Warmia
architektura gotycka
zamek w Olsztynie
badania architektoniczne
ciesielstwo
konstrukcja szkieletowa
szachulec
więźby dachowe
Prussia
gothic architecture
Olsztyn castle
architectural studies
carpentry
frame structure
wattle and daub
roof truss
Opis:
The article presents the results of an analysis carried out during the renovation of a roof of the southern wing of the Warmia Chapter in Olsztyn in the years 2013-2014. The renovation of the castle wing roof provided us with the possibility to freely access normally inaccessible places and an opportunity to analyse the form and rules of carpentry structures found in this part of the castle, that is, a roof truss and frame walls from around 1429, including the stock-taking of carpentry joints that are not visible after the structure assembly. Since it was impossible to carry out a conservation analysis of carpentry structures in isolation from the context they are situated in, the research conclusions often have a broader scope and concern the history of the entire southern wing. The example of the Olsztyn castle presented in the article shows a significant role of analyses of historical carpentry structures in chronological order and studies of architecture and construction monuments. Historical and architectural studies of historic carpentry structures, covering a typological analysis of the structure, along with an analysis of carpentry joints, assembly signs, traces of processing and other traces and distinguishing marks, e.g inscriptions, as well as comprehensive archival studies allow chronological breakdown of the sole carpentry structure and determination of relative chronology and stratification of the entire historic building, usually subject to conversions and reconstructions over centuries. As we can see on an example of the discussed monument, studies of historical carpentry structures can often contribute to targeting architectural studies of the entire object, representing a point of departure for stratification of the entire building in many cases. Researchers have not paid much attention to wooden structures of the Olsztyn Castle. As we can speculate, a frame structure of the southern wing yard wall with a secondary masonry work could have been beyond the awareness of castle users and researchers. The level of complexity of frame structures of walls erected along with mezzanine floors and a structure of roof truss attests to the fact that the wooden structure of the granary was erected one of the highly qualified carpentry workshops, established and functioning in the Teutonic Knights state in Prussia in the 14th and 15th centuries under the influence of settlers coming from the West. Broader studies of the typology of medieval frame structures on the territory of former Prussia, especially those applied in secular construction, are seriously hindered due to the low number of preserved fachwerk walls to our times. Therefore, we should all the more indicate the need for preparing detailed documentations and analysing all relics of ancient frame structures, even those – or perhaps especially those – hidden behind subsequent masonry work, which was attempted at demonstrating on the basis of an analysis of medieval carpentry structures of a former granary in the southern wing of the Olsztyn fortress. It is not for the first time that it turns out how important the performance of scientific research during the construction investments carried out in an architecture monument is for its preservation. Not only does it allow us to become familiar with its structural transformations and supplement previous knowledge, but also to verify previous findings. Such simultaneous continuation of scientific research can often influence the construction process itself, allowing potential corrections of initial investment assumptions for the benefit of the monument’s value. As regards the roof of the southern wing of the Olsztyn Castle, the research influenced, among others, the scope and method of conducting carpentry works and the type of reconstructed roof covering. No pre-investment architectural studies carried out at an object that is continuously used cannot contribute to the collection of such a large amount of information about a given monument, as regular, careful supervision exercised by persons with appropriate qualifications, carried out during renovation works.
Źródło:
Ochrona Zabytków; 2015, 2; 65-92
0029-8247
Pojawia się w:
Ochrona Zabytków
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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