Research Article

An Empirical Comparison of Multiple Linear Regression and Artificial Neural Network for Concrete Dam Deformation Modelling

Table 1

Dimensional parameters of the dam considered.

DamTypologyHeightTop elevationImpact factorsOutput
(m)(m ab.sea level)

Dongjiang(DJ)ARC157294H,T, t/ H, T, t, zRAD
Fengman [17] (FM)GRA91268.9H, T, tRAD

Typology: ARC= arch; GRA= gravity; outputs: RAD= radial displacement; H= water level; T= air temperature; t= time; z= Z coordinate;