Task 2 Design Response Spectra Weightage 40 Oman Has Not Enough Earthquake Records For Developing Design Response S 1 (29.96 KiB) Viewed 16 times
Task 2 Design Response Spectra Weightage 40 Oman Has Not Enough Earthquake Records For Developing Design Response S 2 (19.5 KiB) Viewed 16 times
Task 2 - Design Response Spectra (Weightage 40%) Oman has not enough earthquake records for developing design response spectrum. You are requested to find a design response spectrum for different cities of Oman using approximate methods. The peak ground acceleration (ügo), velocity (ugo), and displacement ( ugo) have been estimated for each city as per Table 2. a. Plot the spectra on four-way log paper with damping ratio Ę. b. Plot the spectrum for pseudo acceleration on log-log paper and determine the equations for A(T) for each branch of the spectrum and the periods values at the intersection of the branches c. Plot the spectrum of part b on a linear-linear graph for the range of T. from 0 to 10 seconds.
ügo (8) ůgo (cm/sec) Ugo (cm) City 1 Damping ratio) % 3 0.08 9.8 7.28
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