Shaking Table Tests on Earthquake Response Characterization of a Complex Museum Isolated Structure in High Intensity Area

Table 4

Conversion principles of model materials.

Structural members	Prototype structure		Test model	Conversion relations	Equivalent principle	Note
Column/beam	Section steel	Flange	Red copper		Strength
		Web
	Reinforcing bar		Fine wires
	Concrete (C40/C45/C50)		Microaggregate concrete		Area	/
Floor slab	Reinforcing bar		Fine wires		Strength
	Concrete; (C40/C45/C50)		Microaggregate concrete	Prototype: 100/120/150 mm; Test model: 9 mm	Area	/
Steel truss	Circular steel tube		Copper tube		Strength	/

Note: and are areas of test model and prototype members, such as column, beam, floor slab, and steel truss.
and are moments of inertia of test model and prototype members.
, , and are scaling factors of the dimension, design stress, and steel yield strength.
is a modified coefficient with test model construction errors considered.