Advances in Civil Engineering / 2019 / Article / Tab 1

Research Article

Analysis of the Seismic Performance of a Two-Span Specially Shaped Column Frame

Table 1

Parameters of the simulated specimens.

SpecimenCross-shaped columnsT-shaped columns
Axial compression ratiosReinforcement ratios (%)Diameter (mm)Concrete strengthsAxial compression ratiosReinforcement ratios (%)Diameter (mm)Concrete strengths

K-10.351.6322C300.351.7420C30
K-20.351.6322C350.351.7420C35
K-30.351.6322C400.351.7420C40
K-40.351.6322C450.351.7420C45
K-50.351.0918C300.351.2216C30
K-60.351.3520C300.351.4718C30
K-70.352.1025C300.352.0422C30
K-80.21.6322C300.21.7420C30
K-90.51.6322C300.51.7420C30
K-100.651.6322C300.651.7420C30

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