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1-20 OF 354 RESULTS FOR
Gilroy
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Image
The hazard curves for Gilroy #2 considering nonlinear-site effect, assuming...
in Probabilistic Seismic Hazard Analysis Considering Nonlinear Site Effect
> Bulletin of the Seismological Society of America
Published: 01 February 2000
Figure 5. The hazard curves for Gilroy #2 considering nonlinear-site effect, assuming various values of standard errors for the surface pga , are shown together with those for both the rock and ordinary soil sites presumably located at the same site. The two curves that apply the alternative
Journal Article
Vertical axis rotations in the Mojave: Evidence from the Independence dike swarm: Comment and Reply
Journal: Geology
Publisher: Geological Society of America
Published: 01 November 1997
Geology (1997) 25 (11): 1051–1052.
Journal Article
Clay Mineralogy and Residual Shear Strength of the Santa Clara Formation Claystone, Saratoga Foothills, California
Published: 01 September 1992
Environmental & Engineering Geoscience (1992) xxix (3): 299–310.
Image
Detailed information of the selected ground motion Target IM ...
in E-Cloud: Efficient seismic fragility assessment of structures based on enhanced cloud analysis
> Earthquake Spectra
Published: 01 November 2022
Table 2. Detailed information of the selected ground motion Target IM (g) NGA number Earthquake name Year Station 0.125 1626 Sitka, Alaska 1972 Sitka Observatory 572 Taiwan SMART1(45) 1986 SMART1 E02 769 Loma Prieta 1989 Gilroy Array #6 0.25 1485 Chi
Journal Article
Santa Cruz Basin Oil Province
Journal: AAPG Bulletin
Publisher: American Association of Petroleum Geologists
Published: 01 February 1957
AAPG Bulletin (1957) 41 (2): 355–356.
... by the Ben Lomond-Gabilan granitic shelf, and on the northeast, by the Montara granite mass and the Gilroy Franciscan shelf. The Tertiary rocks of the region are divided into two sequences by an angular unconformity. The lower sequence includes rocks of Eocene to older Miocene age. It is more than 10,000...
Journal Article
The attenuation of seismic shear waves in quaternary alluvium in Santa Clara Valley, California
Publisher: Seismological Society of America
Published: 01 February 1994
Bulletin of the Seismological Society of America (1994) 84 (1): 76–90.
...James F. Gibbs; David M. Boore; William B. Joyner; Thomas E. Fumal Abstract We used shear waves, generated by an air-powered source at the ground surface and recorded in a borehole, to estimate the shear-wave quality factor at strong-motion station Gilroy no. 2. We find similar values of Q using...
Journal Article
Seismic Evaluation of Unreinforced Masonry Structures with Flexible Diaphragms
Journal: Earthquake Spectra
Publisher: Earthquake Engineering Research Institute
Published: 01 May 1992
Earthquake Spectra (1992) 8 (2): 305–318.
... static condensation. Soil-structure interaction effects can be easily incorporated in the method. The applicability of the method in the study of the dynamic response of a URM structure with flexible diaphragms is presented. The structure, an old firehouse located at Gilroy, California, has been...
Journal Article
Probabilistic Seismic Hazard Analysis Considering Nonlinear Site Effect
Publisher: Seismological Society of America
Published: 01 February 2000
Bulletin of the Seismological Society of America (2000) 90 (1): 66–72.
...Figure 5. The hazard curves for Gilroy #2 considering nonlinear-site effect, assuming various values of standard errors for the surface pga , are shown together with those for both the rock and ordinary soil sites presumably located at the same site. The two curves that apply the alternative...
Journal Article
The site response of two rock and soil station pairs to strong and weak ground motion
Publisher: Seismological Society of America
Published: 01 October 1991
Bulletin of the Seismological Society of America (1991) 81 (5): 1885–1899.
... at the rock site) decreases. For events of local magnitude 7.0, 4.3, 4.1, 3.5, and 3.3, the maximum soil-site amplifications are 4, 12, 17, 19, and 25, respectively. A second station pair consisting of a stiff-soil site (Gilroy #2) and a sandstone site (Gilroy #1) was also studied with contrasting results...
Journal Article
Dynamic analysis of a slope failure from the 6 August 1979 Coyote Lake, California, earthquake
Publisher: Seismological Society of America
Published: 01 June 1983
Bulletin of the Seismological Society of America (1983) 73 (3): 863–877.
... were written in the vicinity of the slump: Coyote Creek, 5 km to the southeast, and Gilroy #6, 15 km to the southeast. These records combined with field measurements of the slope, estimates of the material properties, and a dynamic numerical model based on the Newmark analysis of seismic slope...
Image
Fourier acceleration spectra for four recordings of the 1989 Loma Prieta ea...
in A Study of Possible Ground-Motion Amplification at the Coyote Lake Dam, California
> Bulletin of the Seismological Society of America
Published: 01 August 2004
Figure 14. Fourier acceleration spectra for four recordings of the 1989 Loma Prieta earthquake at somewhat comparable distances from the surface projection of the fault rupture: Anderson Dam downstream (18.0 km), Coyote Lake Dam downstream (19.0 km), Gilroy 6 (17.0 km), and, for comparison
Journal Article
Developments Offshore West Greenland in 1978
Journal: AAPG Bulletin
Publisher: American Association of Petroleum Geologists
Published: 01 August 1979
AAPG Bulletin (1979) 63 (8): 1210.
...Gilroy Henderson Abstract The only work undertaken in the West Greenland concession areas in 1978 was a seismic survey of 341 km by the Chevron group. The overall negative evaluation placed on these areas by the companies resulted in the relinquishment by year end of 10 of the 13 concessions...
Journal Article
Developments Offshore West Greenland in 1977
Journal: AAPG Bulletin
Publisher: American Association of Petroleum Geologists
Published: 01 August 1978
AAPG Bulletin (1978) 62 (8): 1441–1444.
...Gilroy Henderson; Soren Enevoldsen; Poul Johansen; Bo Wildfang ABSTRACT Four wells were drilled offshore West Greenland in 1977 by operators for the Arco, Chevron, and Mobil groups. Three of the wells were drilled on the continental shelf and 1 on the continental slope. All were dry holes...
Image
The selected ground motion records ID Earthquake Year Stat...
in Modeling and Evaluation of a Seismically Isolated Bridge Using Unbonded Fiber-Reinforced Elastomeric Isolators
> Earthquake Spectra
Published: 01 February 2018
Table 5 The selected ground motion records ID Earthquake Year Station Magnitude 1 Coyote Lake 1979 Gilroy Array #6 5.74 2 Imperial Valley-06 1979 Cerro Prieto 6.53 3 Victoria_ Mexico 1980 Cerro Prieto 6.33 4 Taiwan SMART1(45) 1986 SMART1 E02 7.30
Image
Selected time histories for 0.2-se CMS Set Earthquake M W ...
in Conditional Mean Spectra in Site-Specific Seismic Hazard Evaluation for a Major River Crossing in the Central United States
> Earthquake Spectra
Published: 01 February 2015
Table 2 Selected time histories for 0.2-se CMS Set Earthquake M W Station Closest distance to fault (km) V S 30 (m/s) 1 1979 Coyote Lake 5.74 Gilroy #1 10.7 1,428.0 2 Simulation 6.00 n/a 15.0 2,000.0 3 1984 Morgan Hill 6.19 Gilroy #1 14.9 1,428.0
Image
The fall-off of PGA and PGV with distance for two moderate earthquakes. The...
in The Dependence of PGA and PGV on Distance and Magnitude Inferred from Northern California ShakeMap Data
> Bulletin of the Seismological Society of America
Published: 01 October 2003
Figure 2. The fall-off of PGA and PGV with distance for two moderate earthquakes. The larger, M 4.9 event occurred near Gilroy, while the smaller, M 3.9 event occurred in San Ramon. Both the PGA and PGV data for the Gilroy event show a marked amplification, or shoulder, at about 100 km that may
Image
Far-fault ground motion database used in this study ≠ Even...
in Dynamic Instability of Soil-SDOF Structure Systems under Far-Fault Earthquakes
> Earthquake Spectra
Published: 01 November 2015
0.20 E7 Imperial Valley 1979 El Centro #13, Strobel Residence 6.9 D 230 0.14 E8 Imperial Valley 1979 Calexico, Fire Station 6.9 D 225 0.27 E9 Morgan Hill 1984 Gilroy, Gavilon College Phys. Sci. Bldg. 6.1 C 67 0.11 E10 Morgan Hill 1984 Gilroy #6, San Ysidro Microwave Site
Image
Strong ground motions used in this study (M w : Moment magnitude; Distance:...
in Impact of Joint Modeling Approach on Performance Estimates of Older-Type RC Buildings
> Earthquake Spectra
Published: 01 August 2017
) Site Class 1 G01000 Loma Prieta 1989 6.9 Gilroy Array # 1 47379 0 0.41 11.2 A 2 GBZ270 Kocaeli, Turkey 1999 7.4 Gebze 270 0.14 17 A 3 GBZ000 Kocaeli, Turkey 1999 7.4 Gebze 0 0.24 17 A 4 JOS000 Landers 1992 7.3 22170 Joshua Tree 0 0.27 11.6 B 5 G02000
Journal Article
Creep on the Sargent Fault over the Past 50 Yr from Alignment Arrays with Implications for Slip Transfer between the Calaveras and San Andreas Faults, California
Publisher: Seismological Society of America
Published: 29 June 2021
Bulletin of the Seismological Society of America (2021) 111 (6): 3189–3203.
...Daniel D. Mongovin; Belle Philibosian ABSTRACT The 55‐km‐long Sargent fault connects the creeping Calaveras fault with the locked San Andreas fault through the Santa Cruz Mountains west of Gilroy, California. The position of the Sargent fault between these two faults may have implications for slip...
Includes: Supplemental Content
Image
Similar to Figure 7 but for the (a)–(c) Geysers 20 October 2006 and (d)–(...
in Broadband Waveform Modeling of Moderate Earthquakes in the San Francisco Bay Area and Preliminary Assessment of the USGS 3D Seismic Velocity Model
> Bulletin of the Seismological Society of America
Published: 01 April 2008
Figure 8. Similar to Figure 7 but for the (a)–(c) Geysers 20 October 2006 and (d)–(f) 14 May 2002 Gilroy events. Note that the time and distance range is larger than Figure 7 .
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