References

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Caetano, E. and A. Cunha, 2004. Experimental and numerical assessment of the dynamic behaviour of a stress-ribbon footbridge. Struct. Concr. London Thomas Telford Limited, 5: 29-38.
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Louzai, A. and A. Abed, 2015. Evaluation of the seismic behavior factor of reinforced concrete frame structures based on comparative analysis between non-linear static pushover and incremental dynamic analyses. Bull. Earthquake Eng., 13: 1773-1793.
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Nurhidayatullah, E.F., 2016. Structural performance evaluation of an apartment building. MSc Thesis, Islamic University of Indonesia, Yogyakarta, Indonesia.

Poursha, M. and M.A. Amini, 2015. A single-run multi-mode pushover analysis to account for the effect of higher modes in estimating the seismic demands of tall buildings. Bull. Earthquake Eng., 13: 2347-2365.
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Vamvatsikos, D. and C.A. Cornell, 2005. Direct estimation of seismic demand and capacity of multidegree-of-freedom systems through incremental dynamic analysis of single degree of freedom approximation. J. Struct. Eng., 131: 589-599.
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