Investigation on Seismic Damage Model Test of a High Concrete Gravity Dam Based on Application of FBG Strain Sensor

Table 1

Similar ratios for the model test [28].

Parameter	Relationship	Model/Prototype	Prototype value	Model target value
Length		1/100	——	——
Density		1.2245/1	2450Kg/m^3	3000Kg/m^3
Dynamic Young’s modulus		1/81.667	33.15GPa	0.4059GPa
Time		1/10	——	——
Acceleration		1/1	——	——
Stress		1/81.667	——	——
Tensile strength		1/81.667	2.34MPa	28.653KPa
Compression strength			24.57MPa	0.3009MPa
Strain		1/1	——	——