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1617.8.1 Static Elastic Analysis
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For analysis of this type, dynamic effects of member loss or dynamic effects of specific local loads need not be considered. The structural demand is obtained from linear static analysis. However, structural member capacity is based on ultimate capacity of the entire cross section. The demand/capacity ratio of structural elements shall not exceed one.
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NYC Building Code 2014 > 16 Structural Design > 1616 Structural Integrity — Key Element Analysis > 1616.9 Analysis Procedures > 1616.9.1 Static Elastic Analysis
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NYC Building Code 2008 > 16 Structural Design > 1626 Structural Integrity—Key Element Analysis > 1626.9 Analysis Procedures > 1626.9.3 Energy Methods