Experimental Investigation on Seismic Behaviours of Reinforced Concrete Columns under Simulated Acid Rain Environment

Table 7

Hysteretic energy dissipation indicators of the specimens.

Specimen	hey	hep	heu	E·(kN·mm)
SC-1	0.0556	0.0989	0.1809	11960.50
SC-2	0.0517	0.0879	0.1529	10577.48
SC-3	0.0495	0.0850	0.1517	9338.55
SC-4	0.0425	0.0814	0.1462	7914.72
SC-5	0.0423	0.0679	0.1276	7025.47
SC-6	0.0375	0.0668	0.1205	6473.38

Note: E is the cumulative hysteretic dissipation energy under the thirty-second displacement-controlled loading cycles for easing of comparison, and the total number of loading cycles for the six specimens in Figure 12 is diverse.