Author: Pete Gates
1 September 2015
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Pete Gates
The Structural Engineer, Volume 93, Issue 9, 2015, Page(s) 54-55
https://doi.org/10.56330/RJTN2181
DOI: https://doi.org/10.56330/RJTN2181
John Parker finds this collection of papers to be something of a mixed bag, with some very useful and well set out, but others less so. Overall, though, he concludes that it would make a good addition to the library of any engineer designing high-rise buildings.
David Edwards argues that the serviceability limit state for runway beams should be considered to be slope, not deflection, meaning that current limitations are overly conservative in most cases.
Synopses of the latest papers accepted for publication in the Institution's new research journal, Structures . Access to Structures is free to all during 2015.