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Wyszukujesz frazę "Zamorowski, J." wg kryterium: Autor


Wyświetlanie 1-3 z 3
Tytuł:
Strength and stability of structures with nodes flexible in terms of shift
Nośność i stateczność konstrukcji z węzłami podatnymi na przesuw
Autorzy:
Zamorowski, J.
Powiązania:
https://bibliotekanauki.pl/articles/2084029.pdf
Data publikacji:
2020
Wydawca:
Szkoła Główna Gospodarstwa Wiejskiego w Warszawie. Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
Tematy:
nodes flexibility in terms of shift
flexibility lap joints in terms of shift and rotation
modelling
of structures with nodes flexible in terms of shift
Opis:
Distribution of internal forces in bar structures in relation to rotational flexibility of their nodes is widely discussed in the literature. However, the investigations concerning such structures with nodes flexible in terms of shift are less frequent. This paper presents examples of structures, in which the shift flexibility of lap joints determined their load-bearing capacity and stability, as well as the serviceability limit states. A low-rise dome, a covering of the exhibition hall in Chorzów, which collapsed in 2006, and a mobile telephony tower were depicted. Mechanical models describing rotational stiffness and shift flexibility of various lap joints by means of component method were used. Mathematical model by Kishi and Chen was applied to model the susceptibility of lap joints under alternating loads. In case of the low-rise dome, the results indicated that the failure was determined by joint clearances. In case of covering of the exhibition hall in Chorzów, flexibility of joints resulted in excessive utilization of resistance in certain lattice purlins, which could have initiated the disaster. In turn, flexibility of connections rarely considered in the design of mobile phone towers may result in an excessive sway of the tower legs on which the antennas of the radio link are suspended and thus interfere transmitted signals. The study showed that there is a need to take into account the influence of flexible nodes, not only in the structures sensible to deformations like low-rise domes, but also in the other structures, like mobile phone towers, in which their serviceability limit state is decisive.
Źródło:
Acta Scientiarum Polonorum. Architectura; 2021, 20, 1; 51-64
1644-0633
Pojawia się w:
Acta Scientiarum Polonorum. Architectura
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Static analysis of a variable cross-section element under load
Statyka elementu ze zmiennym przekrojem pod obciążeniem
Autorzy:
Zamorowski, J.
Powiązania:
https://bibliotekanauki.pl/articles/2084042.pdf
Data publikacji:
2021
Wydawca:
Szkoła Główna Gospodarstwa Wiejskiego w Warszawie. Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
Tematy:
incremental solution by displacement method
strengthening of structures
degradation of stiffness
Opis:
An incremental solution of a member in bending and compression by displacement method with shear force impact is presented, wherein individual incremental steps, both the geometrical characteristics of the cross- -section and the position of the neutral axis, can be changed. Functions of loads, internal forces and displacements are represented by trigonometric series. In every load step internal forces and deformation state is memorised, therefore history of the load and stiffness is taken into account. This solution is useful both in static calculations of structures being strengthened as well as in structures, in which degradation of stiffness under load occurs as a result of wall stability loss. The member may be loaded by uniformly distributed load, any number of concentrated forces and nodal moments.
Źródło:
Acta Scientiarum Polonorum. Architectura; 2021, 20, 2; 27-40
1644-0633
Pojawia się w:
Acta Scientiarum Polonorum. Architectura
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of load capacity of roof trusses with imperfections and the issue of equivalent load adoption
Problem właściwego przyjmowania obciążenia zastępczego w dachu z imperfekcjami
Autorzy:
Gremza, G.
Zamorowski, J.
Powiązania:
https://bibliotekanauki.pl/articles/2084028.pdf
Data publikacji:
2020
Wydawca:
Szkoła Główna Gospodarstwa Wiejskiego w Warszawie. Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
Tematy:
truss imperfections
equivalent load
2nd order analysis
limit state
Opis:
The internal forces and stresses were analyzed and utilization of the design resistance in selected members of the roof structure with local and global geometrical imperfections was evaluated. Values of these imperfections were based on the information given in the standards EN 1090-2 and EN 1993-1-1. Besides the basic reference model with imperfections, models without imperfections, with different equivalent load arrangements by the authors’ own concept and comparatively according to the standard EN 1993-1-1 were analyzed. The calculations were made using the 1st and the 2nd order analysis. Conclusion concerning accuracy of the internal forces estimation and limit states check by use the equivalent load system proposed in the standard EN 1993-1-1 are presented. Deficiencies in the provisions of this standard in terms of adopting equivalent loads in roof structures with imperfections, resulting in underestimation of the stresses in the bottom chords of the roof trusses, has been demonstrated.
Źródło:
Acta Scientiarum Polonorum. Architectura; 2021, 20, 1; 65-76
1644-0633
Pojawia się w:
Acta Scientiarum Polonorum. Architectura
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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