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[BS] A504.1 Site Ground Motion for Tier 1 Analysis
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The earthquake loading used for the determination of demand on elements of the structure shall correspond to that required by ASCE 41 Chapter 4.
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A504.1 Earthquake Hazard Reduction in Existing Concrete Buildings, Site Ground Motion for Tier 1 Analysis
The earthquake loading used for the determination of demand on elements of the structure shall correspond to that required by ASCE 41 Chapter 4 ...
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FIGURE 1613.2.1(1)
RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ...
Section A506 Earthquake Hazard Reduction in Existing Concrete Buildings, Tier 2 Analysis Procedure
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