TY - JFULL AU - Seyed Sadegh Naseralavi and Sadegh Balaghi and Ehsan Khojastehfar PY - 2016/8/ TI - Effects of Various Wavelet Transforms in Dynamic Analysis of Structures T2 - International Journal of Civil and Environmental Engineering SP - 859 EP - 864 VL - 10 SN - 1307-6892 UR - https://publications.waset.org/pdf/10004888 PU - World Academy of Science, Engineering and Technology NX - Open Science Index 115, 2016 N2 - Time history dynamic analysis of structures is considered as an exact method while being computationally intensive. Filtration of earthquake strong ground motions applying wavelet transform is an approach towards reduction of computational efforts, particularly in optimization of structures against seismic effects. Wavelet transforms are categorized into continuum and discrete transforms. Since earthquake strong ground motion is a discrete function, the discrete wavelet transform is applied in the present paper. Wavelet transform reduces analysis time by filtration of non-effective frequencies of strong ground motion. Filtration process may be repeated several times while the approximation induces more errors. In this paper, strong ground motion of earthquake has been filtered once applying each wavelet. Strong ground motion of Northridge earthquake is filtered applying various wavelets and dynamic analysis of sampled shear and moment frames is implemented. The error, regarding application of each wavelet, is computed based on comparison of dynamic response of sampled structures with exact responses. Exact responses are computed by dynamic analysis of structures applying non-filtered strong ground motion. ER -