Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Some cyclic loading characteristics of steel beam/column joints
In this paper some cyclic load tests on full scale steel beam-column joints are described. The beam flange to column flange joints were first made using bolted cleated connections, the load path between the cleats and column flanges being through substantually overdesigned bolts providing a combination of tension and shear resistance. In the second set of tests, end plates were welded to the beams and the load was transmitted from these to the column flanges by normally designed bolts acting primarily in tension. The object was to ensure bolt shear failures in the first set of tests and bolt tension failures in the second.
Some cyclic loading characteristics of steel beam/column joints
In this paper some cyclic load tests on full scale steel beam-column joints are described. The beam flange to column flange joints were first made using bolted cleated connections, the load path between the cleats and column flanges being through substantually overdesigned bolts providing a combination of tension and shear resistance. In the second set of tests, end plates were welded to the beams and the load was transmitted from these to the column flanges by normally designed bolts acting primarily in tension. The object was to ensure bolt shear failures in the first set of tests and bolt tension failures in the second.
Some cyclic loading characteristics of steel beam/column joints
Verhalten von Stahltraegerverbindungen unter wechselnder Belastung
Shepherd, R. (Autor:in) / Le-Hun, D. (Autor:in)
1977
8 Seiten, 15 Bilder, 7 Quellen
Aufsatz (Konferenz)
Englisch
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