Seismic Response of Prestressed Anchors with Frame Structure

Table 3

Material parameters of supporting structures.

Parameter	Beam and column	Free segment of the anchor	Anchoring section of the anchor	Retaining plate
E (kN/m^2)	2.5 × 10^7	6.5 × 10^4	3.0 × 10^7	1.495 × 10^6
γ (kN/m^3)	25	—	22	22
Beam type	Predefined	—	Predefined	—
Predefined beam type	Massive rectangular beam	—	Massive circular beam	—
Height (m)	0.8	—	Diameter = 0.15	Thickness = 0.15
Width (m)	0.8	—
Side friction	—	—	Linear elastic	—
Ultimate side friction of pile top	—	—	200 kN/m	—
Ultimate side friction of pile bottom	—	—	0 kN/m	—
Limit reaction force of pile bottom	—	—	0 kN	—