Using the ground motion record that was assigned to you in Homework 1 (problem 3), compute...

 

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Using the ground motion record that was assigned to you in Homework 1 (problem 3), compute and plot the elastic acceleration (S-T), velocity (S.-T) and displacement (S-T) response spectra for 2%, 5%, and 10% damping. Please present only three graphs as shown below, and plot the curves for each damping ratio on the same graph. Also comment shortly on the effect of damping ratio on the response spectra. S₁ 3 curves for each damping ratio Acceleration response spectra T S₁ 3 curves for each damping ratio Velocity response spectra Use the program SeismoSignal (or a similar package program or write your own program) for computing the response spectra. 5 curves for each local site class T 3 curves for each damping ratio Problem 2: For seismic design of a building, the following ground motion parameters are obtained at the building location from the seismic hazard map of Turkey under the earthquake ground motion level DD-2 (return period is 475 years): T Design acceleration response spectra T Displacement response spectra S. 1.091, S₁ 0.295 Compute the elastic design acceleration response spectra for the local site classes ZA, ZB, ZC, ZD and ZE according to TEC (2018) and plot all the curves on the same graph (for T=0-3 sec). (See Chapter 2.3 of TEC). Also comment shortly on the effect of local site classes on the design response spectra. Reference: Turkish Earthquake Code (TEC) (2018). "Türkiye Bina Deprem Yönetmeliği". Afet ve Acil Durumlar Başkanlığı, Ankara, Türkiye. Note: Use MS Excel to plot the curves (first compute the design spectral acceleration values for all critical ranges of period values). Please prepare your homework in MS Word. Make the necessary explanations, show the axis titles and units for all the graphs. Using the ground motion record that was assigned to you in Homework 1 (problem 3), compute and plot the elastic acceleration (S-T), velocity (S.-T) and displacement (S-T) response spectra for 2%, 5%, and 10% damping. Please present only three graphs as shown below, and plot the curves for each damping ratio on the same graph. Also comment shortly on the effect of damping ratio on the response spectra. S₁ 3 curves for each damping ratio Acceleration response spectra T S₁ 3 curves for each damping ratio Velocity response spectra Use the program SeismoSignal (or a similar package program or write your own program) for computing the response spectra. 5 curves for each local site class T 3 curves for each damping ratio Problem 2: For seismic design of a building, the following ground motion parameters are obtained at the building location from the seismic hazard map of Turkey under the earthquake ground motion level DD-2 (return period is 475 years): T Design acceleration response spectra T Displacement response spectra S. 1.091, S₁ 0.295 Compute the elastic design acceleration response spectra for the local site classes ZA, ZB, ZC, ZD and ZE according to TEC (2018) and plot all the curves on the same graph (for T=0-3 sec). (See Chapter 2.3 of TEC). Also comment shortly on the effect of local site classes on the design response spectra. Reference: Turkish Earthquake Code (TEC) (2018). "Türkiye Bina Deprem Yönetmeliği". Afet ve Acil Durumlar Başkanlığı, Ankara, Türkiye. Note: Use MS Excel to plot the curves (first compute the design spectral acceleration values for all critical ranges of period values). Please prepare your homework in MS Word. Make the necessary explanations, show the axis titles and units for all the graphs.

Answer rating: 100% (QA)

Answer 1 General guidance The answer provided below has been developed in a clear step by step manner 2 Step By Step Step 1 Seismic tremor safe building regulations require quake designing examinations which to be performed areas of strength for need records as unique info information It is in this manner critical to make reasonable determinations and handling of the crude info solid movement records to ascertain the seismic boundaries which will help in the assessment of the powerful reaction of the structures to be planned Different programming programs have been produced for the determination of the solid ground movements which are utilized for the unique examination ... View the full answer