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Stiffness of building with various bracing configuration
Języki publikacji
Abstrakty
One of the most often used bracing system in multi-storey buildings is truss system. In this system horizontal loading is transmitted by stiff floor plates to the vertical bracings, located in selected planes. Vertical bracing truss was designed as cantilever fIxed in foundation. Traditionally, vertical truss was composed of member located in one tract, i.e. each bracing fIeld placed above previous one. In many practical cases, mainly because of functional reasons, it is a need to change location of selected bracing members. The aim of the paper is to investigate how various bracing confIguration influence steel skeleton members exertion and overall stiffness of building. Analysis was conducted on three frames types: two-, fIve-, and twelve-storey. Each of them was analyzed as plane as well as space frame, altogether 29 frames were calculated. It was concluded that non-conventional bracing location leads to decreasing of frame lateral drift, while do not change essentially members exertion.
Słowa kluczowe
Rocznik
Tom
Strony
191--202
Opis fizyczny
Bibliogr. 6 poz., il.
Twórcy
Bibliografia
- [1] Machowski A., Murzewski J.: Szkielety stalowe budynków wielokondygnacyjnych. Skrypt Politechniki Krakowskiej, 1988.
- [2] Łubiński M., Żółtowski W.: Konstrukcje metalowe, cz. II. Arkady, 2004.
- [3] Bródka J., Kozłowski A.: Stalowe budynki szkieletowe. Oficyna Wydawnicza Politechniki Rzeszowskiej, 2003.
- [4] Kucharczyk W.: Stalowe hale i budynki wielokondygnacyjne. Wydawnictwo Politechniki Częstochowskiej, 2004.
- [5] Kędzior K.: Zaawansowane modelowanie i analiza konstrukcji budowlanych. Praca dyplomowa. Politechnika Rzeszowska, 2010.
- [6] ROBOT Office Analysis 21. RoboBAT, Kraków.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BTB2-0073-0051