Research Article

Experimental Study of the Seismic Performance of L-Shaped Columns with 500 MPa Steel Bars

Table 4

Comparison between test values and calculated values of length of plastic hinge.

SpecimenTest value/mmPark and Priestley/mmPaulay and Priestley/mmTelemachos/mmZahn/mmEurocode 8/mmJRA/mm

L60L150180290.6257.5126.1245.9170.9
L60S175180290.6257.5180245.9170.9
L75L125180290.6257.5126.1245.9170.9
L75S150180290.6257.5180245.9170.9
L90L125180290.6257.5126.1245.9170.9
L90S150180290.6257.5180245.9170.9