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He added, however, that his group "never ascribed evil intent to the structures' design".
"Nobody seems to have thought of [this] before: to put up strong modern structures in a manner which brings a benefit intrinsic to the structures' design – the capture and storage of rain".
It widely emerged in the structures design such as, bridges and columns built completely out of FRP composites.
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Other than the smaller bridges, almost all the structures designed by Harrison have been designated as listed buildings by English Heritage, Cadw, or Historic Scotland.
If they do not prevent that underride, all the structures designed to absorb crash energy are bypassed.
The overstrength factors of the structures designed with medium-level seismic load turned out to be smaller than those of the structures designed with low-level seismic load.
The response modification factors of the structures designed for low-level seismic load were higher than those of the structures designed for higher seismic load.
The model structures designed with medium level seismic load showed higher strength than the structures designed with low level seismic load.
It can be noticed that the five-story structures designed for medium level earthquake load have slightly larger ductility than the structures designed for low-level seismic load.
A basic comprehension of plastic design method is adequate for designing yielding members in the structures designed by PBPD method.
As in the case of the overstrength factors, the structures designed for medium-level earthquake had smaller response modification factors than those of the structures designed with low-level seismic load.
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