Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Structural Behavior of a Reinforced Concrete Arch Culvert. Phase 3. Cedar Creek. Section III: Determination of Experimental, Internal Arch Barrel Forces
Methods are described for the interpretation of readings of transducers, including SR-4 gages and Carlson strainmeters embedded in the barrel of a 22-ft (6.7 m), reinforced concrete arch barrel under 191 ft (58 m) of overfill. Strain histories observed during embankment construction are traced for a zone employing Method A Backfill and for a second zone in which the arch barrel was surrounded by a low modulus inclusion comprising a single layer of baled straw. Observed strain patterns are translated into resisting moments and thrusts in the barrel, and plots are provided as functions of time and embankment depth.
Structural Behavior of a Reinforced Concrete Arch Culvert. Phase 3. Cedar Creek. Section III: Determination of Experimental, Internal Arch Barrel Forces
Methods are described for the interpretation of readings of transducers, including SR-4 gages and Carlson strainmeters embedded in the barrel of a 22-ft (6.7 m), reinforced concrete arch barrel under 191 ft (58 m) of overfill. Strain histories observed during embankment construction are traced for a zone employing Method A Backfill and for a second zone in which the arch barrel was surrounded by a low modulus inclusion comprising a single layer of baled straw. Observed strain patterns are translated into resisting moments and thrusts in the barrel, and plots are provided as functions of time and embankment depth.
Structural Behavior of a Reinforced Concrete Arch Culvert. Phase 3. Cedar Creek. Section III: Determination of Experimental, Internal Arch Barrel Forces
H. D. Nix (Autor:in) / R. E. Davis (Autor:in) / A. E. Bacher (Autor:in)
1977
150 pages
Report
Keine Angabe
Englisch