Advances in Civil Engineering / 2019 / Article / Tab 3

Research Article

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

Table 3

Test parameters.

SpecimenConcrete strengthsReinforcement typeDiameter of the reinforcement (mm)Axial compression ratiosThickness of the protective layer (mm)

+Z-1C50HRB500160.3925
TZ-2C40HRB335120.1820

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