Study on Seismic Performance of Improved High-Strength Concrete Pipe‐Pile Cap Connection

Table 6

Comparisons between experimental and finite element analysis results.

Specimen	PEu (kN)		PFu (kN)		PEu/PFu
	Forward	Reverse	Forward	Reverse	Forward	Reverse
CT-7	312	−215	218	−218	0.70	1.01
CT-8	246	−273	293	−293	1.19	1.07
CT-9	273	−170	225	−225	0.82	1.32
CT-10	232	−324	281	−281	1.21	0.87

Note. P_Eu is the experimental result and P_Fu is the finite element analysis result.