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SEISMIC DESIGN - Chapter 6 - Engineering

1 Chapter 6 SEISMIC DESIGN By Murat Saatcioglu1 Introduction SEISMIC DESIGN of reinforced concrete buildings is performed by determining earthquake DESIGN forces for the anticipated SEISMIC activity in the region, from the building code adopted by the local authority. The structural elements are then proportioned and detailed following the requirements of Chapter 21 of ACI 318-05. SEISMIC DESIGN forces are determined on the basis of earthquake risk levels associated with different regions. SEISMIC risk levels have been traditionally characterized as low, moderate and high.

2 Structural members not designed as part of the lateral-force resisting system may have to be designed as gravity load carrying members. These members, if present in special moment-resisting frames or

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