Dynamic Relaxation Analysis of Multiple Span Slabs

Author: Cassell, A C;Hobbs, R E;Bridgett, M S;Awotwi, P A K

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Dynamic Relaxation Analysis of Multiple Span Slabs

The Structural Engineer
Dynamic Relaxation Analysis of Multiple Span Slabs
Date published

N/A

First published

N/A

Author

Cassell, A C;Hobbs, R E;Bridgett, M S;Awotwi, P A K

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

The theoretical basis of a suite of computer programs for the analysis of bridge slabs is presented. The slabs were treated as thin elastic plates and solutions were obtained by dynamic relaxation. Orthotropic, variable thickness and constant thickness slabs were considered, of rectangular, skew and curved shapes. Comparisons with other theoretical and experimental results are given. A.C. Cassell, R.E. Hobbs, M.S. Bridgett and P.A.K. Awotwi

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Format:
PDF
Publisher:
The Institution of Structural Engineers

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Issue 12

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