Varies from A to E, depending on how the structure is expected to behave during the occasion of an earthquake which in turn requires different stage of detailing requirement. Seismic Design Category (SDC). Varies from A to F, depending on how design and detailing is carried out. Seismic Soil Type. Varies from A to F, relying on how the waves journey by the soil. Seismic Zone. 0, 1, 2A, 2B, three and 4, depending on most ground acceleration of a selected area. Low Seismic Risk. Corresponds to zones 1 and 2A of UBC-97, seismic design class (SDC) A and B and Seismic performance class (SPC) A and B. Moderate Seismic Risk. Corresponds to zones 2B of UBC-97, seismic design class (SDC) C and Seismic efficiency class (SPC) C. High Seismic Risk. Corresponds to zones three and four of UBC-97, seismic design category (SDC) D, E and F and Seismic performance class (SPC) D and E. Lateral Load Resisting System.

Intermediate Moment Frame. A cast in place frame that can resist lateral hundreds by flexural action of its beams and columns and that may provide some power dissipation, comparatively better inelastic conduct and intermediate ductility in addition to the properties of bizarre second frames. These frames must fulfill ACI 21.3. Ordinary Moment Frame. A solid in place frame that may resist smaller loads by flexural strength of columns. However, inelastic habits in the occasion of severe earthquake is poor. It isn't beneficial for seismic zones with bigger anticipated seismic activity. These frames must satisfy ACI 21.2. Special Moment Frame. A cast in place frame, having column and shear partitions, that may resist lateral hundreds by flexure of its members and has wonderful inelastic habits. The design and detailing of particular moment frames is controlled by ACI 21.5 to 21.8. Structural Walls. Walls proportioned to resist mixture of safe pruning shears, moments, and axial forces induced by earth quake motions. A shear wall is a structural wall. Intermediate Pre forged structural wall. A precast wall with intermediate inelastic deformation capabilities. Requirements for these partitions are given in ACI 21.4. Ordinary bolstered concrete structural wall. It is used to resist lateral masses however very restricted inelastic deformation capabilities. Ordinary structural plain concrete wall. It's used for basement walls for residential or mild business buildings in areas where seismic danger may be very low. These wall could also be supported by soil, footings, grade beams or other structural members. Special precast structural wall. A precast wall complying with the necessities of ACI 21.8. in addition the necessities of bizarre bolstered concrete structural and requirements of ACI 21.2 is happy. Special strengthened concrete structural wall. A forged in place wall that can be utilized in high seismic activity areas and safe pruning shears has good inelastic deformation capabilities.

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