nbcc2010 earthquake design
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Importance Categories
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Limit States Design
Ultimate Limit State
Serviceability Limit State
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Site Classification
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Acceleration-Based Site
Coefficients,
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Velocity-Based Site
Coefficients,
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Structural Irregularities
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Methods of Analysis
Equivalent Static Force Procedure
Dynamic Analysis Procedure
The Equivalent Static Force Procedure can be usedwhen any of the following conditions hold:
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Direction of Loading
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Force Modification Factors
Ductility-Related Force Modification Factor,
Overstrength-Related Force Modification Factor,
See Table 4.1.8.9 (Important Table)
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Equivalent Static ForceProcedure
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Calculating the Weight of theBuilding
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Higher Mode Factor, Base Overturning Reduction
Factor,
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Lateral Seismic ForceDistribution
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Overturning Effects
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Torsional Effects
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Deflections and Lateral Drifts
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Elements of Structures, Non-Structural Components and
Equipment
(See the relevant table on next slide)
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