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Table 2 Test results summary

From: Numerical and Experimental Behavior of Two-Story Confined Masonry Structure Subjected to Cyclic Loads

Id

Direction

First visible cracks stage

Maximum load stage

Failure stage

Loads

Displacement at top story

Loads

Displacement at top story

Loads

Displacement at top story

Load

(kN)

Var.%

Disp.

(mm)

Var.%

Drift

Load

(kN)

Var.%

Disp.

(mm)

Var.%

Drift

Load

(kN)

Var.%

Displ

(mm)

Var.%

Drift

S-01

Push

 + 80

 + 6

0.0026

168

25

0.01

136

48

0.021

Pull

− 80

− 6

0.0026

− 154

− 25

0.01

− 114

− 43

0.018

S-02

Push

200

150#

8

33#

0.0035

270

61#

27

8#

0.011

246

80#

33

− 31#

0.014

Pull

− 220

175#

− 10

67#

0.0043

− 300

95#

− 27

8#

0.011

− 265

132#

− 33

− 23#

0.014

  1. #% based on the specimen (S-01)