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r - The Hong Kong Polytechnic University

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Displacement (cm)<br />

70<br />

60<br />

50<br />

40<br />

30<br />

μ=4.5<br />

PGA=0.75g<br />

T=2.75s<br />

H=12.96m<br />

T=4.29s<br />

H=20.22m<br />

20<br />

Capacity displacement<br />

10<br />

Demand displacement<br />

0<br />

0 1 2 3 4 5 6 7 8<br />

Period (seconds)<br />

Displacement (cm)<br />

70 μ=5<br />

60<br />

PGA=0.75g<br />

50<br />

40<br />

30<br />

20<br />

10<br />

T=3.85s<br />

H=17.22m<br />

T=3.32s<br />

H=14.85m<br />

Capacity displacement<br />

Demand displacement<br />

0<br />

0 1 2 3 4 5 6 7 8<br />

Period (seconds)<br />

Figure 8 Results of DBELA using secant stiffness method under different ductility levels<br />

As we have already discussed, different equivalent linearization procedures can be used to generate the capacity<br />

and demand displacement curves during the post-yield limit states. For the first, a group of DBELA procedures<br />

using secant stiffness methodology suggested by H. Crowley and R. Pinho are carried out and the loss<br />

assessment results with the ductility factors increasing from 3.5 to 5.0 are plotted in Figure 8.<br />

Another DBELA procedures using equivalent stiffness linearization method are conducted with the ductility<br />

factors varies from 2.5 to 4.0. A Stiffness Degrading Model (STDG) is chosen to represent the RC frame, and<br />

the coefficients for equivalent linear parameters used in Equation (12)-(13) are listed in Table 2. <strong>The</strong> post-yield<br />

stiffness ratio α is obtained from a pushover analysis in this paper, then a linear interpolation is carried out to get<br />

the coefficients’ value. Finally, the results of DBELA which use this equivalent linearization method are plotted<br />

in Figure 9.<br />

Table 2 Coefficients for equivalent linear parameters for STDG, Equation (12)-(13).<br />

α stands for post-yield stiffness ratio<br />

α A B C D E F G H<br />

0% 0.1916 -0.0429 0.0652 -0.0179 0.0796 0.1820 0.1000 0.0129<br />

5% 0.1886 -0.0447 0.0654 -0.0180 0.1233 0.1502 0.1004 0.0132<br />

10% 0.1871 -0.0470 0.0682 -0.0193 0.1577 0.1257 0.0881 0.0164<br />

20% 0.1520 -0.0363 0.0646 -0.0180 0.1538 0.0924 0.1088 0.0075<br />

Displacement (cm)<br />

70<br />

μ=2.5<br />

PGA=0.75g<br />

60<br />

50<br />

40<br />

30<br />

T=5.99s<br />

H=46.77m<br />

20<br />

Capacity displacement<br />

10<br />

Demand displacement<br />

T=0.46s<br />

H=3.59m<br />

0<br />

0 1 2 3 4 5 6 7 8<br />

Period (seconds)<br />

Displacement (cm)<br />

70<br />

60<br />

50<br />

40<br />

30<br />

20<br />

10<br />

μ=3.0<br />

PGA=0.75g<br />

T=1.36s<br />

H=9.65m<br />

T=4.86s<br />

H=34.46m<br />

Capacity displacement<br />

Demand displacement<br />

0<br />

0 1 2 3 4 5 6<br />

Period (second)<br />

-307-

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