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A platform for research: civil engineering, architecture and urbanism
Delaying Shear Strength Decay in Reinforced Concrete Flexural Members Under Large Load Reversals
Eight half-size and four full-size T-shaped reinforced concrete exterior beam-column subassemblies were tested to determine the effect of intermediate longitudinal shear reinforcement on the hysteretic behavior of flexural members subjected to repeated reversed loading. Specimens were tested by applying a constant axial load to the fixed column portion of the specimen and applying a cyclic shear load to the beam. The beam typical loading history was chosen to simulate the distortion which might take place at a typical connection in a ductile moment-resisting frame during a severe earthquake. Several conclusions were drawn on the basis of test results.
Delaying Shear Strength Decay in Reinforced Concrete Flexural Members Under Large Load Reversals
Eight half-size and four full-size T-shaped reinforced concrete exterior beam-column subassemblies were tested to determine the effect of intermediate longitudinal shear reinforcement on the hysteretic behavior of flexural members subjected to repeated reversed loading. Specimens were tested by applying a constant axial load to the fixed column portion of the specimen and applying a cyclic shear load to the beam. The beam typical loading history was chosen to simulate the distortion which might take place at a typical connection in a ductile moment-resisting frame during a severe earthquake. Several conclusions were drawn on the basis of test results.
Delaying Shear Strength Decay in Reinforced Concrete Flexural Members Under Large Load Reversals
C. F. Scribner (author) / J. K. Wight (author)
1978
245 pages
Report
No indication
English
Structural Analyses , Construction Materials, Components, & Equipment , Construction Equipment, Materials, & Supplies , Concrete structures , Concrete construction , Reinforced concrete , Dynamic loads , Concrete durability , Shear properties , Columns(Supports) , Beams(Supports) , Construction joints , Earthquake engineering
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