Seismic Performance Evaluation of Modern Bare and Masonry-Infilled RC SMRF Structures

Table 3

Model-to-prototype quantity conversion factors.

Simple model similitude requirement
Physical quantity		Relationship	Scale factor
Length			4
Stress			1
Strain			1
Specific mass			1
Displacement			4
Force			16
Time
Frequency
Velocity			1
Acceleration			1/4