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Table 5 Comparison of experimental and theoretical values of maximum lateral loads.

From: Experimental Study on the Cyclic Performance of Reinforced Concrete Shear Walls Exposed to Fire

Specimen

Fmax, exp

(kN)

Reduction rate of Fmax, exp

Ftheory

(kN)

Reduction rate of Ftheory

LFC

265.475

1.000

232.64

1.000

LFH2

240.98

0.908

208.72

0.897

LSC

578.025

1.000

499.42

1.000

LSH2

550.15

0.952

472.15

0.956

  1. Fmax, exp = Fmax, avg; Ftheory = the calculated maximum lateral loads of the specimens