International Journal of Concrete Structures and Materials

Table 2 Scale factor of reduction model.

From: Effects of Isolation Period Difference and Beam-Column Stiffness Ratio on the Dynamic Response of Reinforced Concrete Buildings

Quantity	Dimension	Ratio	Quantity	Dimension	Ratio
Length	\( L \)	1/10	E. Modulus	\( FL^{ - 2} \)	1/2.5
Stress	\( FL^{ - 2} \)	1/2.5	Frequency	\( T^{ - 1} \)	1/0.2236
Mass	\( FT^{2} L^{ - 1} \)	1/500	Time	\( T \)	1/4.472
Stiffness	\( FL^{ - 1} \)	1/25	Acceleration	\( LT^{ - 2} \)	2/1

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