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Advances in Civil Engineering
/
2020
/
Article
/
Tab 6
/
Research Article
Seismic Behavior and Finite Element Analysis of Reinforced Concrete Short Columns Impacted by Oblique Earthquakes
Table 6
Accumulated dissipated energy (
E
p
) of all specimens.
Specimen
E
p
(kN·mm)
Relative value
SC-1
49770
1
SC-2
68307
1.37
SC-3
41784
0.84
SC-4
160490
3.22
SC-5
187933
3.78
SC-6
254794
5.12