Strain Distribution Measurement of a Shear Panel Damper Developed for Bridge Structure

Table 1

Test specimens.

Specimen	Characteristics
(a) REC	156×156mm square plate
(b) R3	With a transition radius R = 3 𝑡𝑤  at the four corners
(c) R6.5	With a transition radius R = 6.5 𝑡𝑤  at both sides
(d) REC-RIB	With vertical stiffeners along the both sides