Recommended Modeling Parameters and Acceptance Criteria for Nonlinear Analysis in Support of Seismic Evaluation, Retrofit, and Design

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ATC-114
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Task Order 13-497 (ATC-114 Project), Analysis, Modeling, and Simulation for Performance-Based Seismic Engineering . This report presents recommended hysteretic relationships for use in nonlinear seismic analysis in support of performance-based seismic design and evaluation projects. The primary intended audience for this report is committee members engaged in the development of building code requirements for the use of nonlinear analysis in design, though individual engineers engaged in performance-based engineering projects may find the information presented herein useful. This task has been completed and produced the NIST GCR 17-917-45 report, Recommended Modeling Parameters and Acceptance Criteria for Nonlinear Analysis in Support of Seismic Evaluation, Retrofit, and Design , which may be ordered here in hard (printed) copy format. An electronic copy of this report can be found here.

This report is the Phase I document of a three-phase project. Phases II and III of the project produced the three following reports:
NIST GCR 17-917-46v1, Guidelines for Nonlinear Structural Analysis for Design of Buildings, Part I – General
NIST GCR 17-917-46v2, Guidelines for Nonlinear Structural Analysis for Design of Buildings, Part IIa – Steel Moment Frames
NIST GCR 17-917-46v3, Guidelines for Nonlinear Structural Analysis for Design of Buildings, Part IIb – Reinforced Concrete Moment Frames

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NIST GCR 17-917-45 Front Matter (NIST_GCR_17-917-45_FrontMatter.pdf, 752 Kb) [Download]