Adeola Schmidt
Open Access Journal of Engineering Applications · doi:10.55555/oajea.2001.2501.038
The high cost of imported equipment motivates an indigenous investigation of nonlinear system identification suited to local reinforced concrete structures. A prototype was constructed and its behaviour compared with predictions obtained from response surface methodology. Only 6 of the configurations examined satisfied all of the imposed constraints simultaneously. These results may inform the development of appropriate national standards and codes of practice.
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