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Table 3.3 - Building Height Classes and Building Height Ranges Defined According to Earthquake Design Classes:
Building Height Class | Building Height Ranges Defined According to Building Height Classes and Earthquake Design Classes [m] | ||
DTS = 1, 1a, 2, 2a | DTS = 3, 3a | DTS = 4, 4a | |
BYS = 1 | HN > 70 | HN > 91 | HN >105 |
BYS = 2 | 56 <HN ≤ 70 | 70 <HN ≤ 91 | 91<HN ≤105 |
BYS = 3 | 42 <HN ≤ 56 | 56 <HN ≤ 70 | 56 <HN ≤ 91 |
BYS = 4 | 28 <HN ≤ 42 | 42 <HN ≤ 56 | |
BYS = 5 | 17.5 <HN ≤ 28 | 28 <HN ≤ 42 | |
BYS = 6 | 10.5 <HN ≤17.5 | 17.5 <HN ≤ 28 | |
BYS = 7 | 7 <HN ≤10.5 | 10.5 <HN ≤17.5 | |
BYS = 8 | H N ≤ 7 | H N ≤10.5 | |
Solution:
Building design should be made according to the principles given in Chapter 13 of TBDY.
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