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it give rather reasonable results, or at least much more reasonable than that using a secant stiffness method.<br />

ACKNOWLEDEGMENT<br />

<strong>The</strong> project is sponsored by National Natural Science Foundation of China (No. 50908206).<br />

REFERENCES<br />

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Structural Dynamics, 8(4), 375-388.<br />

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IUSS Press, Pavia, Italy.<br />

Calvi. G. M. (1999). “A displacement-based approach for vulnerability evaluation of classes of buildings”.<br />

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SeismoSoft. (2005).“SeismoStruct – a computer program for static and dynamic nonlinear analysis of framed<br />

structures,” (online). Available from URL: www.seismosoft.com.<br />

Wang. Y. (2011). Research on equivalent linearization method applied in earthquake engineering, Zhejiang<br />

university.<br />

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