Structural Phenomenon of Cement-Based Composite Elements in Ultimate Limit State

Table 1

Deflections in a fill scale RC shell versus damping ratios.

Earthquake type	Damping ratio, %
	0	2	4	6	8	10	12
	Deflection, cm
Low frequency	2.50	2.25	2.21	2.15	2.09	2.05	2.00
Medium frequency	3.63	2.38	2.23	2.17	2.10	2.06	2.00
High frequency	4.40	3.32	2.81	2.63	2.41	2.30	2.19