Answered: 4) According to the Turkish Seismic…

Computer Networking: A Top-Down Approach (7th Edition)

7th Edition

ISBN:9780133594140

Author:James Kurose, Keith Ross

Publisher:James Kurose, Keith Ross

Chapter1: Computer Networks And The Internet

Section: Chapter Questions

Problem R1RQ: What is the difference between a host and an end system? List several different types of end...

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$4) According to the Turkish Seismic Design Code (TSDC 2019), the local site classes are defined as ZA, ZB, ZC, ZD, ZE and ZF, depending on the mean shear wave velocity (V,)30 of the uppermost 30 m of the soil/rock profile. Table 1 below shows the local site classes and soil types for the given (V,))30 values. Table 1. Local site classes in TSDC 2019 Table 2. Test results for the site Site (V.)30 (m/s) > 1500 Depth (m) V. (m/s) Soil type class 234 ZA Intact rock 10 350 ZB Weathered rock 760 – 1500 15 451 zC Very dense sand / Hard clay 360 – 760 20 378 25 820 ZD Medium sand / Stiff clay 180 – 360 35 880 ZE Loose sand / Soft clay < 180 40 960 ZF Other 45 940 A series of shear wave velocity measurements are done for a given construction site as shown in Table 2. Prepare a script file which calculates the (V,)30 value and the local site class. Print out the results on the screen. Sample printout format: Vs30 = 446.60 m/s Local soil class is zC (Very dense sand / Hard clay). Notes: Create a dictionary for Table 2, i.e., depth_vs = {5: 234, 10: 350, ...}. • (V)30 value can be calculated by taking the mean of V, values for the first 30 m of depth. • Ignore ZF site class in Table 1 when writing your script.$

Transcribed Image Text:4) According to the Turkish Seismic Design Code (TSDC 2019), the local site classes are defined as ZA, ZB, ZC, ZD, ZE and ZF, depending on the mean shear wave velocity (V,)30 of the uppermost 30 m of the soil/rock profile. Table 1 below shows the local site classes and soil types for the given (V,))30 values. Table 1. Local site classes in TSDC 2019 Table 2. Test results for the site Site (V.)30 (m/s) > 1500 Depth (m) V. (m/s) Soil type class 234 ZA Intact rock 10 350 ZB Weathered rock 760 – 1500 15 451 zC Very dense sand / Hard clay 360 – 760 20 378 25 820 ZD Medium sand / Stiff clay 180 – 360 35 880 ZE Loose sand / Soft clay < 180 40 960 ZF Other 45 940 A series of shear wave velocity measurements are done for a given construction site as shown in Table 2. Prepare a script file which calculates the (V,)30 value and the local site class. Print out the results on the screen. Sample printout format: Vs30 = 446.60 m/s Local soil class is zC (Very dense sand / Hard clay). Notes: Create a dictionary for Table 2, i.e., depth_vs = {5: 234, 10: 350, ...}. • (V)30 value can be calculated by taking the mean of V, values for the first 30 m of depth. • Ignore ZF site class in Table 1 when writing your script.

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