ANALISIS SEISMIC MENGGUNAKAN PROGRAM SHAKE UNTUK TANAH LUNAK, SEDANG DAN KERAS

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Michel S. Pansawira
Paulus P. Rahardjo

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Seismic forces that applied to building structures can be obtained by using ground motion analysis and response spectra analysis. Analysis can be done by considering soil movement characteristic and specific dynamic characteristic of soil. SHAKE software can help to faster response spectra analysis and surface acceleration in a location. This paper will show how to use SHAKE software to analyze response spectra and ground movement for soft soil and medium soil obtained from real project data. Stiff Soil analysis will be done using parametric study. The analysis output is shown in the form response analysis graphs and earthquake acceleration magnitude at the surface.

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