2019 Ridgecrest Earthquake Reveals Areas of Los Angeles That Amplify Shaking of High-Rises

2020 ◽  
Vol 91 (6) ◽  
pp. 3370-3380
Author(s):  
Monica D. Kohler ◽  
Filippos Filippitzis ◽  
Thomas Heaton ◽  
Robert W. Clayton ◽  
Richard Guy ◽  
...  

Abstract The populace of Los Angeles, California, was startled by shaking from the M 7.1 earthquake that struck the city of Ridgecrest located 200 km to the north on 6 July 2019. Although the earthquake did not cause damage in Los Angeles, the experience in high-rise buildings was frightening in contrast to the shaking felt in short buildings. Observations from 560 ground-level accelerometers reveal large variations in shaking in the Los Angeles basin that occurred for more than 2 min. The observations come from the spatially dense Community Seismic Network (CSN), combined with the sparser Southern California Seismic Network and California Strong Motion Instrumentation Program networks. Site amplification factors for periods of 1, 3, 6, and 8 s are computed as the ratio of each station’s response spectral values combined for the two horizontal directions, relative to the average of three bedrock sites. Spatially coherent behavior in site amplification emerges for periods ≥3  s, and the maximum calculated site amplifications are the largest, by factors of 7, 10, and 8, respectively, for 3, 6, and 8 s periods. The dense CSN observations show that the long-period amplification is clearly, but only partially, correlated with the depth to basement. Sites with the largest amplifications for the long periods (≥3  s) are not close to the deepest portion of the basin. At 6 and 8 s periods, the maximum amplifications occur in the western part of the Los Angeles basin and in the south-central San Fernando Valley sedimentary basin. The observations suggest that the excitation of a hypothetical high-rise located in an area characterized by the largest site amplifications could be four times larger than in a downtown Los Angeles location.

Author(s):  
R. D. Adams

The San Fernando earthquake occurred in the San Gabriel Mountains, about 25 miles to the north of central Los Angeles. Its magnitude, about 6 1/2, was not exceptionally large, and such earthquakes are not uncommon
in California. Not since the Long Beach earthquake of 1933 (magnitude 6.3), however, has a significant shock occurred near a densely built-up area. The greatest damage appears to be associated with a zone of overthrusting, where the San Gabriel Mountains meet the San Fernando Valley to the south of the epicentre. In some places this overthrusting caused conspicuous ground deformation through built-up areas of San Fernando and Sylmar. Domestic wooden-frame houses in general withstood the earthquake well, but large hospital buildings at the Olive View Medical Center and Veterans’ Administration Hospital at Sylmar failed badly. Conspicuous damage was also caused to freeway overpasses, the Sylmar Converter Station, and to
 the Van Norman Reservoir complex. Total damage
 is estimated as high as U.S. $1,000,000,000. Ground accelerations of about 1g were recorded in the abutment of the Pacoima Dam, to the north of San Fernando.


Author(s):  
J. H. Wood ◽  
P. C. Jennings

The extensive freeway system of the Los Angeles basin utilizes a very large number of modern bridge structures to distribute traffic at freeway interchanges and to carry the freeways over and under the city street systems. Most of the bridges are of prestressed concrete or reinforced concrete design and commonly box girder construction is used although some arch and girder type bridges are employed. In general bridges are the major structures on 
the freeway system and high earth retaining structures and tunnels are not common. Retaining walls are used on some of the older sections in the central area of Los Angeles City.


1995 ◽  
Vol 11 (2_suppl) ◽  
pp. 1-12

The Northridge earthquake occurred on January 17, 1994, at 4:31 a.m. Pacific Standard Time. The hypocenter was about 32 km west-northwest of Los Angeles in the San Fernando Valley at a relatively deep focal depth of 19 km. The moment magnitude for the earthquake is Mw6.7. The earthquake occurred on a south-southwest dipping thrust ramp beneath the San Fernando Valley and, thus, reemphasized the seismic hazard of concealed faults in the greater Los Angeles region. The Northridge earthquake also indicates a continuing high rate of seismicity along the northern edge of the Los Angeles basin.


2006 ◽  
Vol 22 (4) ◽  
pp. 1035-1061 ◽  
Author(s):  
Swaminathan Krishnan ◽  
Chen Ji ◽  
Dimitri Komatitsch ◽  
Jeroen Tromp

Using state-of-the-art computational tools in seismology and structural engineering, validated using data from the Mw=6.7 January 1994 Northridge earthquake, we determine the damage to two 18-story steel moment-frame buildings, one existing and one new, located in southern California due to ground motions from two hypothetical magnitude 7.9 earthquakes on the San Andreas Fault. The new building has the same configuration as the existing building but has been redesigned to current building code standards. Two cases are considered: rupture initiating at Parkfield and propagating from north to south, and rupture propagating from south to north and terminating at Parkfield. Severe damage occurs in these buildings at many locations in the region in the north-to-south rupture scenario. Peak velocities of 1 m.s−1 and 2 m.s−1 occur in the Los Angeles Basin and San Fernando Valley, respectively, while the corresponding peak displacements are about 1 m and 2 m, respectively. Peak interstory drifts in the two buildings exceed 0.10 and 0.06 in many areas of the San Fernando Valley and the Los Angeles Basin, respectively. The redesigned building performs significantly better than the existing building; however, its improved design based on the 1997 Uniform Building Code is still not adequate to prevent serious damage. The results from the south-to-north scenario are not as alarming, although damage is serious enough to cause significant business interruption and compromise life safety.


2016 ◽  
Vol 32 (3) ◽  
pp. 1793-1820 ◽  
Author(s):  
Monica D. Kohler ◽  
Anthony Massari ◽  
Thomas H. Heaton ◽  
Hiroo Kanamori ◽  
Egill Hauksson ◽  
...  

The ExxonMobil Corp. oil refinery in Torrance, California, experienced an explosion on 18 February 2015, causing ground shaking equivalent to a magnitude 2.0 earthquake. The impulse response for the source was computed from Southern California Seismic Network data for a single force system with a value of 2 × 105 kN vertically downward. The refinery explosion produced an air pressure wave that was recorded 22.8 km away in a 52-story high-rise building in downtown Los Angeles by a dense accelerometer array that is a component of the Community Seismic Network. The array recorded anomalous waveforms on each floor displaying coherent arrivals that are consistent with the building's elastic response to a pressure wave caused by the refinery explosion. Using a finite-element model of the building, the force on the building on a floor-by-floor scale was found to range up to 1.42 kN, corresponding to a pressure perturbation of 7.7 Pa.


2021 ◽  
Vol 7 (22) ◽  
pp. eabe1030
Author(s):  
Xin Liu ◽  
Gregory C. Beroza ◽  
Lei Yang ◽  
William L. Ellsworth

The Los Angeles basin is located within the North America–Pacific plate boundary and contains multiple earthquake faults that threaten greater Los Angeles. Seismic attenuation tomography has the potential to provide important constraints on wave propagation in the basin and to provide supplementary information on structure in the form of the distribution of anelastic properties. On the basis of the amplitude information from seismic interferometry from the linear LASSIE array in the Los Angeles basin, we apply station-triplet attenuation tomography to obtain a 2D depth profile for the attenuation structure of the uppermost 0.6 km. The array crosses four Quaternary faults, three of which are blind. The attenuation tomography resolves strong attenuation (shear attenuation Qs ~ 20) for the fault zones and is consistent with sharp boundaries across them.


2016 ◽  
Vol 43 ◽  
pp. 31-38 ◽  
Author(s):  
Alberto Michelini ◽  
Lucia Margheriti ◽  
Marco Cattaneo ◽  
Gianpaolo Cecere ◽  
Giuseppe D'Anna ◽  
...  

Abstract. The Istituto Nazionale di Geofisica e Vulcanologia (INGV) is an Italian research institution, with focus on Earth Sciences. INGV runs the Italian National Seismic Network (Rete Sismica Nazionale, RSN) and other networks at national scale for monitoring earthquakes and tsunami as a part of the National Civil Protection System coordinated by the Italian Department of Civil Protection (Dipartimento di Protezione Civile, DPC). RSN is composed of about 400 stations, mainly broadband, installed in the Country and in the surrounding regions; about 110 stations feature also co-located strong motion instruments, and about 180 have GPS receivers and belong to the National GPS network (Rete Integrata Nazionale GPS, RING). The data acquisition system was designed to accomplish, in near-real-time, automatic earthquake detection, hypocenter and magnitude determination, moment tensors, shake maps and other products of interest for DPC. Database archiving of all parametric results are closely linked to the existing procedures of the INGV seismic monitoring environment and surveillance procedures. INGV is one of the primary nodes of ORFEUS (Observatories & Research Facilities for European Seismology) EIDA (European Integrated Data Archive) for the archiving and distribution of continuous, quality checked seismic data. The strong motion network data are archived and distributed both in EIDA and in event based archives; GPS data, from the RING network are also archived, analyzed and distributed at INGV. Overall, the Italian earthquake surveillance service provides, in quasi real-time, hypocenter parameters to the DPC. These are then revised routinely by the analysts of the Italian Seismic Bulletin (Bollettino Sismico Italiano, BSI). The results are published on the web, these are available to both the scientific community and the general public. The INGV surveillance includes a pre-operational tsunami alert service since INGV is one of the Tsunami Service providers of the North-eastern Atlantic and Mediterranean Tsunami warning System (NEAMTWS).


Urban Studies ◽  
2021 ◽  
pp. 004209802110104
Author(s):  
Stefano Bloch ◽  
Susan A. Phillips

We provide an example of how race- and place-based legacies of disinvestment initiated by New Deal Era redlining regimes under the auspices of the Home Owners’ Loan Corporation (HOLC) were followed by decades of anti-gang over-policing tactics at the scale of the neighbourhood. We show how HOLC-mediated and mapped redlining has sustained community disinvestment and stigmatisation wrought by unjust and racist social policy seen to this day in contemporary geographies of gang abatement in the form of mapped gang injunction ‘safety zones’. As we illustrate with the use of two case studies from Los Angeles – in South-Central LA and LA’s San Fernando Valley – it is overwhelmingly redlined neighbourhoods that have remained marginalised, becoming civilly enjoined ‘gang’ neighbourhoods faced with oppressive anti-gang policing tactics over the past few decades.


Author(s):  
G. J. Lensen

As an aftermath to the 1971 San Fernando earthquake in southern California two existing levelling routes were relevelled in order to assess the amount of earth shift that triggered this earthquake. Comparison of
the new and old data revealed two important points: (a) the 1971 earthshift resulted in a maximum uplift of 2 m on the upthrown (Transverse Ranges) side and a maximum subsidence of 110 mm on the downthrown (Los Angeles basin complex) side. (b) prior to the 1971 earthshift the area was deforming for at least 10 years, reaching over the period 1968-69 the maximum of about 80 mm uplift in the future epicentral area.


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