UNIT I
1. Go through all terminologies mentioned in 3.1 to 3.29, page no. 2 – 3, IS - 1893: 2016.
2. Design Acceleration Spectrum – Design acceleration spectrum refers to an average
smoothened graph of maximum acceleration as a function of natural frequency or natural period
of oscillation for a specified damping ratio for the expected earthquake excitations at the base of a
single degree of freedom system.
Understand the meaning of the following terms
3. Horizontal seismic coefficient – See cl 6.4.2 cl of IS 1893: 2016
4. Seismic zones of India – See Table 3 of IS 1893: 2016
5. Importance factor – See cl 7.2.3 & Table 8 of IS 1893: 2016
6. Response reduction factor – See cl 7.2.6 & Table 9 of IS 1893: 2016
7. Design lateral force – See cl 7.6.3 of IS 1893: 2016
8. Design imposed loads for Earthquake force calculation – See cl 7.3.1 of IS 1893: 2016.
9. Seismic weight – See cl 7.4.1 of IS 1893: 2016
10. Storey Drift – It is the relative displacement between the floors above and/ or below the
Storey under consideration.