An Investigation of the Beam-Wall Junction of Coupled Shear Walls by the Transfer Matrix Method
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An Investigation of the Beam-Wall Junction of Coupled Shear Walls by the Transfer Matrix Method

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The Structural Engineer
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The Structural Engineer, Volume 68, Issue 22, 1990

Date published

N/A

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The Structural Engineer, Volume 68, Issue 22, 1990

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Standard: £10 + VAT
Members/Subscribers: Free

An investigation of coupled shear walls is carried out, using the transfer matrix technique, by considering the local flexibility at the wall-beam interface as well as the overall joint flexibility. The latter is investigated by treating the intermediate joint as a rectangular panel with a finite element-type displacement model. Finally, fully elastic joint models are obtained by combining the local with the overall flexibility of the beam-wall junction and also by considering the joint as a rigid joint of negligible vertical dimensions, i.e. a line connection of successive wall segments.

I.A. Akintilo and S. Syngellakis

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The Institution of Structural Engineers

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Issue 22

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