Results 261 to 270 of about 500,682 (302)
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Composite Columns Under Sustained Load
Journal of the Structural Division, 1979The results are presented of an investigation into the influence of creep and shrinkage on the sustained load behavior of pin-ended composite columns. Tests were performed on built-up composite columns containing two steel channels without battens and encased in unreinforced concrete. The loads were sustained for periods up to 4 yr.
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Beams, Columns and Rods of Composite Materials
1987A beam, column or rod is a long thin structural component of width b, height h and length L, where b/L ≪ and h/L ≪ 1, as shown in Figure 4 ...
Jack R. Vinson, Robert L. Sierakowski
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Ductility of encased composite columns
2006This paper presents results ofanumerical study onreinforced concrete and fully encased composite columns designed according to the “Inerd” concept aiming at obviating the soft storey mechanism in frames subjected to earthquake. The model uses fibre beam elements with mono-axial non linear material laws for concrete, steel and reinforcing steel.
Degée, Hervé +2 more
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Inelastic response of composite base column connections
2006This paper assesses the experimental results of monotonic (pushover) tests carried out on partially encased composite steel-concrete columns connected to the foundation block through the traditional bolted steel end plate and an innovative socket type system.
DI SARNO L, PECCE M, FABBROCINO G
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AISC Column Design Logic Makes Sense for Composite Columns, Too
Engineering Journal, 1976Structural engineers of North America have regarded the composite column generally as a curious stepchild who does not quite belong to a family, yet appears to behave very well. Fathers of the American Concrete Institute have provided shelter by permitting their own ACI routines to be applied to "concrete compression members reinforced longitudinally ...
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