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- W2071355466 abstract "A higher level of engineering standard in the field of construction, is the use of prestressing in building structures. The concept of prestressing steel structures has only recently been widely considered, despite a long and successful history of prestressing concrete members. Several analytical studies of prestressed steel girders were reported in literatures, but much of the work was not studied with reference to the optimal design and behaviour of the prestressed steel plate girder. A plate girder prestressed eccentrically, will behave as a beam-column, which is subjected to axial compression and bending moment which will cause the beam to buckle out. The study of buckling of the prestressed steel plate girder is necessary for stability criteria. This paper deals with the stability of prestressed steel plate girder using concept of Vlasov's Circle of Stability under eccentric prestressing force." @default.
- W2071355466 created "2016-06-24" @default.
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- W2071355466 date "2003-02-25" @default.
- W2071355466 modified "2023-09-25" @default.
- W2071355466 title "Behaviour and stability of prestressed steel plate girder for torsional buckling" @default.
- W2071355466 doi "https://doi.org/10.12989/scs.2003.3.1.065" @default.
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