For this study, a building was considered a “first generation” seismic design and evaluation if either the SMFs, SCBFs, or EBFs were previously assessed using ASCE 41-06 or 41-13. The materials of the building were assumed to be homogeneous isotropic ductile materials with the elastic properties from ASTM E 8-05 (ASTM 1995a), ASTM E 18-08 (ASTM 1995b), ASTM E 16-01 (ASTM 1995c), or ASTM E 18-04 (ASTM 1995d). First generation design and evaluation is also referred to as a baseline design and evaluation. It is important to note that a seismic design is also considered first generation if either the BRBFs or the DC-EBFs are previously assessed by ASCE 41-06 or 41-13, using the same materials, and the same procedures as specified by the current standard. This study also involves evaluating the seismic performance of a building for which the seismic design and evaluation was previously conducted using ASCE 41-06 or 41-13. In this case, the design and evaluation is considered a second generation study. If, for the purposes of this study, the materials, procedures, and the methods employed for the current seismic design and evaluation are either identical or less demanding than those for the previously conducted seismic design and evaluation, then the second generation study is considered to be a retrofit of the first generation. For example, if the BRBFs are previously assessed using ASCE 41-06 or 41-13, with the same materials, and the same procedures as the current study, then the second generation study is considered a retrofit of the first generation. Similarly, if the BRBFs are previously assessed using ASCE 41-06 or 41-13, with the same materials, and the same procedures as the current study, then the second generation study is considered to be a new building. In these cases, the assessment results are considered less demanding than those for the first generation study. The purpose of this study is to evaluate the performance of the building and the second generation retrofit or new building assessment. Detailed information regarding this study is also presented in the NIST Technical Note 1863 series, Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings (Speicher and Harris 2015).
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