The Deformation of Reinforced Concrete Beams and Frames up to Failure
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The Deformation of Reinforced Concrete Beams and Frames up to Failure

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The Structural Engineer
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The Structural Engineer, Volume 57, Issue 16, 1979

Date published

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The Structural Engineer, Volume 57, Issue 16, 1979

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Standard: £10 + VAT
Members/Subscribers: Free

A beam-rotational spring model is presented for nonlinear analysis of reinforced concrete structures subjected to monotonically increased or reversed static loading. A beam or frame is treated as an assembly of beam elements. Each beam element has a bilinear hysteretic rotary spring at each end. The beam elements are assumed to remain elastic in bending along their length, but may undergo inelastic bilinear hysteretic axial deformation.

M. Seniwongse

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PDF
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The Institution of Structural Engineers

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Issue 16

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