Research Article

Research on the Factors Influencing the Seismic Performance of Grouting Sleeve Assembled Double-Column Piers

Table 3

Numerical values of strength and deformation characteristics obtained from tests and numerical simulations.

Test resultsNumerical simulation resultsInaccuracies (%)

Yield force (kN)323.1338.74.8
Yield displacement (mm)40.638.55.2
Ultimate force (kN)364.3385.35.7
Limit displacement (mm)207.2195.95.4