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Advances in Civil Engineering
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Advances in Civil Engineering
/
2018
/
Article
/
Tab 4
/
Research Article
Seismic Performance Evaluation of Footing-to-Circular RC Pier Connection Reinforced by High-Manganese Steel Bars (HMSBs)
Table 4
Summary of cumulative dissipated energy calculation results.
Specimen
Cumulative drift ratio (%) (up to 0.8
)
Cumulative dissipated energy,
(
)
Rate of increase (%)
T-SD400
138.97
10,112
ā
T-HMSB
300.03
23,327
131