Evaluation of Simplified Analysis Procedures for a High-Rise Reinforced Concrete Core Wall Structure

Table 2

Equivalent lateral force procedure.

Parameters	Value
Seismic zone factor (zone 4)
Type of soil	SD
Seismic acceleration coefficient
Seismic velocity coefficient
Response modification factor
Importance factor
Natural time period of the first mode (by method A)
Total seismic dead load
Equivalent static lateral load procedure
Design base shear
Minimum design base shear
Minimum design base shear	(governed)