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It is assumed that the R/C buildings are for dwellings and are located in cities with low seismicity (ag = 0.10 g) on soil type D. The correction factor λ is 1.0, and the total considered weight of the building = dead loads + 0.25 × live loads.
wherein Sd is the design response spectrum, T i is the fundamental period of the building in the direction of analysis, λ is a correction factor which is equal to 0.85 if T i ≤ 2 TC and is equal to 1.0 if T i > 2 TC, W is the total considered weight of the structure (dead weight + fraction of live loads according to the building function), and g is the gravity acceleration.
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