NIST GCR 10-917-8: Evaluation of the FEMA P-695 Methodology

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NIST GCR 10-917-8: Evaluation of the FEMA P-695 Methodology

Author: NEHRP Consultants Joint Venture A partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering | Size: 3.06 MB | Format: PDF | Quality: Original preprint | Publisher: NIST | Year: November 2010 | pages: 268 | ISBN: N.A.

NIST GCR 10-917-8: Evaluation of the FEMA P-695 Methodology
for Quantification of Building Seismic Performance Factors

This work was an extension of work conducted under the ATC-63 Project, funded by
the Federal Emergency Management Agency (FEMA), which resulted in the
publication of the FEMA P-695 report, Quantification of Building Seismic
Performance Factors (FEMA 2009). The FEMA P-695 report outlines a procedural
methodology for reliably quantifying seismic performance factors, including the
response modification coefficient (R factor), the system overstrength factor (), and
the deflection amplification factor (Cd). While the ATC-63 Project included testing
of the Methodology on selected systems (e.g., special and ordinary reinforced
concrete moment frames and wood light-frame structural panel shear walls), the
purpose of this NIST project was to expand the testing of the Methodology to
additional seismic force-resisting systems.

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This post is related to post below where FEMA P-695 document may be found:

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Original FEMA P-695 document may be directly downloaded from FEMA web-site:

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