1-20 OF 76 RESULTS FOR

FEMA P695

Results shown limited to content with bounding coordinates.
Follow your search
Access your saved searches in your account

Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Journal Article
Published: 01 February 2016
Earthquake Spectra (2016) 32 (1): 303–321.
...Ahmet Kuşyılmaz; Cem Topkaya This paper reports details of a numerical study undertaken to evaluate seismic response factors for steel eccentrically braced frames (EBFs) using the FEMA P695 methodology. Six archetypes were designed by making use of the current U.S. specifications...
FIGURES | View All (8)
Journal Article
Published: 01 November 2015
Earthquake Spectra (2015) 31 (4): 2069–2086.
...Armin Masroor, M. EERI; Gilberto Mosqueda, M. EERI The collapse probability of two three story base-isolated buildings considering pounding to moat walls is examined using the methodology in FEMA P695. The superstructure models consist of a steel intermediate moment frame and a steel ordinary...
FIGURES | View All (10)
Journal Article
Published: 01 February 2013
Earthquake Spectra (2013) 29 (1): 259–282.
...Atsushi Sato; Chia-Ming Uang The objective of this study was to verify the adequacy of the proposed Seismic Performance Factors for the newly developed Cold-Formed Steel Special Bolted Moment Frames in the AISI S110 Seismic Standard. The FEMA P695 methodology, Qualification of Building Seismic...
FIGURES | View All (16)
Journal Article
Published: 01 November 2011
Earthquake Spectra (2011) 27 (4): 1147–1168.
... system has been adequate for design-level events, research was conducted to investigate the performance of the system during large events. This research * was based on the FEMA P695 methodology ( NEHRP 2009 ) and was designed to address the following issues: * It should be noted that the research...
FIGURES | View All (12)
Image
<b>FEMA</b> <b>P695</b> ground motions’ spectra, maximum design earthquake spectra, and d...
Published: 01 February 2017
Figure 6. FEMA P695 ground motions’ spectra, maximum design earthquake spectra, and design earthquake spectra.
Image
IEEE-693 and geometric mean spectrum of scaled <b>FEMA</b> <b>P695</b> ground motion set....
Published: 01 November 2013
Figure 5. IEEE-693 and geometric mean spectrum of scaled FEMA P695 ground motion set.
Image
Earthquake ground motions of <b>FEMA</b> <b>P695</b> selected for numerical studies      ...
Published: 01 November 2013
Table 4 Earthquake ground motions of FEMA P695 selected for numerical studies Earthquake event EQ ID. Name Year M w Recording station PGA (g) * 12011 Northridge 1994 6.7 Beverly Hills-Mulhol 0.52 12012 Northridge 1994 6.7 Canyon Country-WLC 0.48
Journal Article
Published: 01 November 2020
Earthquake Spectra (2020) 36 (4): 2033–2057.
... risk evaluation; and (3) a performance evaluation following the approach indicated in Federal Emergency Management Agency (FEMA) P695. Results indicate that the collapse probability of mid- and high-rise SSMFs subjected to megathrust ground motions is indeed larger than that under crustal ground...
FIGURES | View All (9)
Journal Article
Published: 01 February 2019
Earthquake Spectra (2019) 35 (1): 383–404.
... interaction multiple vertical line element model with nonlinear hysteretic material models. Incremental dynamic analysis is performed to simulate the structural collapse of the two-dimensional building models subjected to the FEMA-P695 set of far field recorded ground motions scaled to increasing intensity...
FIGURES | View All (14)
Journal Article
Published: 01 November 2018
Earthquake Spectra (2018) 34 (4): 1869–1891.
... of nonlinear dynamic analyses show that the FSDF has superior seismic performance and can be efficiently designed using EEDP. Lastly, detailed collapse risk assessment of the prototype building utilizing the FSDF is conducted using the Federal Emergency Management Agency FEMA P695 (2009) methodology...
FIGURES | View All (19)
Image
Comparison of statistical parameters of characteristic spectral value betwe...
Published: 01 November 2013
Table 4 Comparison of statistical parameters of characteristic spectral value between FEMA P695 far field ground motion set and test motion ensemble Values (g) Statistical parameters of characteristic spectral values FEMA P695 far-field ground motion set (22 historical motions
Image
Maximum envelopes of wall IDRs for the benchmark 8-story building subjected...
Published: 01 February 2019
Figure 7. Maximum envelopes of wall IDRs for the benchmark 8-story building subjected to Component 1 of Ground Motion 1 in the FEMA-P695 far field set scaled down to Sa ( T 1 ) = 0.5 g (scale factor of 0.57).
Image
Time history of wall base shear normalized by seismic weight for the benchm...
Published: 01 February 2019
Figure 5. Time history of wall base shear normalized by seismic weight for the benchmark eight-story building subjected to Component 1 of Ground Motion 1 in the FEMA-P695 far field set scaled down to Sa ( T 1 ) = 0.5 g (scale factor of 0.57).
Image
Moment-curvature plots for the shear wall elements at the first four storie...
Published: 01 February 2019
Figure 8. Moment-curvature plots for the shear wall elements at the first four stories of the benchmark 8-story building subjected to scaled versions of Ground Motion 2 in the FEMA-P695 far field set: (a) Scale factor of 0.63 and g; and (b) scale factor of 1.37 and g.
Image
Maximum envelopes of wall lateral displacements normalized by total buildin...
Published: 01 February 2019
Figure 6. Maximum envelopes of wall lateral displacements normalized by total building height for the benchmark 8-story building subjected to Component 1 of Ground Motion 1 in the FEMA-P695 far field set scaled down to Sa ( T 1 ) = 0.5 g (scale factor of 0.57).
Image
Record selection target spectra corresponding with  IM  level 5 (i.e.  IM  ...
Published: 01 November 2020
Figure 2. Record selection target spectra corresponding with IM level 5 (i.e. IM  = 0.25 g) for the 7-story building for eight selected record sets using CS-based records (i.e. all multiple intensity levels (IMLs), multi-level CS (CSML)-based records and FEMA P695 far-field set used for IDA
Journal Article
Published: 01 February 2019
Earthquake Spectra (2019) 35 (1): 311–331.
... shaking level is very close to the 10% limit, and the average CMR of 1.6 was only just above the limit of 1.52. The two major requirements for safe design according to FEMA P695 are: (1) a low probability of collapse ( P [Collapse]) for 2% in 50 year level ground motions (2% probability...
FIGURES | View All (15)
Journal Article
Published: 01 February 2017
Earthquake Spectra (2017) 33 (1): 25–44.
... is obtained. Nonlinear response history analyses are conducted using the set of 22 pairs of far-field ground motions (44 ground motions applied to 2-D models) and the scaling method of FEMA P695 (2009) . The response spectra for each ground motion in the record set as well as the median spectra is shown...
FIGURES | View All (11)
Journal Article
Published: 01 November 2013
Earthquake Spectra (2013) 29 (4): 1353–1367.
...Table 4 Comparison of statistical parameters of characteristic spectral value between FEMA P695 far field ground motion set and test motion ensemble Values (g) Statistical parameters of characteristic spectral values FEMA P695 far-field ground motion set (22 historical motions...
FIGURES | View All (10)
Journal Article
Published: 01 May 2020
Earthquake Spectra (2020) 36 (2): 741–766.
... to its inadequate deformation capacities, especially for high-risk category. This governs the probability of collapse for the global structural system. By conducting FEMA P695 ( Federal Emergency Management Agency (FEMA), 2009 ) evaluations on multiple case-study structures with different strategies...
FIGURES | View All (15)