ALBERT

All Library Books, journals and Electronic Records Telegrafenberg

feed icon rss

Your email was sent successfully. Check your inbox.

An error occurred while sending the email. Please try again.

Proceed reservation?

Export
Filter
Collection
Keywords
  • 1
    Monograph available for loan
    Monograph available for loan
    Chur, Schweiz : Verl. Desertina
    Call number: M 05.0319
    Type of Medium: Monograph available for loan
    Pages: 135 S. : Ill., graph. Darst., Kt.
    ISBN: 3856373004
    Location: Upper compact magazine
    Branch Library: GFZ Library
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
  • 2
    Publication Date: 2024-01-20
    Description: The project "Lake Tsunamis: Causes, Controls, and Hazard (Characterization of subaqueous unstable slopes with geophysical and geotechnical measurements.)" was initiated to understand their governing mechanisms of genesis, propagation, frequency, and the related hazard within an interdisciplinary context. Swiss lakes served as a laboratory for this holistic approach. The project was divided into five work packages (WP), where WP1 comprised a large number of geophysical (using amongst other techniques ocean bottom seismometers (OBS)) and geotechnical measurements to characterize the structure and stability of potentially unstable subaqueous lake slopes. To evaluate the potential and applicability of ambient vibration techniques in a shallow-water offshore environment, multiple single-station and array OBS measurements were performed on subaqueous slopes in Lake Lucerne. Eight DEPAS Lobster type broadband OBS from the German Instrument Pool for Amphibian Seismology (DEPAS) and one Nammu type OBS from ETH Zürich were successfully deployed and recovered at more than 170 distinct locations in 2018-2020. In 2020-2023 the single Nammu OBS was deployed several times for supplemental measurements. Surveys with an airgun of 1-inch³ volume were used on top of the deployment locations to determine the misorientation of the horizontal components. In addition, multibeam bathymetric surveys were performed to locate the positions of the OBS on the lake floor with high accuracy. A workflow for passive seismic investigations with OBS in such shallow-water settings was developed. The seismic response and its variability at the measured sites in terms of amplification functions during earthquakes and resonance frequencies was determined. Shear-wave velocity profiles at different morphological types of slopes down to a depth of 100-150 m below the lake floor were resolved and interpreted. Combining geophysical and geotechnical measurements and interpretation, static and dynamic slope-stability analyses were performed. Thresholds for the subaqueous slope-failure triggering in terms of earthquake magnitude and epicentral distance, macroseismic intensity, and ground-motion intensity measures were derived using earthquake ground-motion modelling.
    Keywords: Binary Object; Clock skew; Code; Comment; Date/time end; Date/time start; ELEVATION; Event label; Hydrophone, serial number; Hydrophone gain; Hydrophone polarity; Hydrophone type; Lake Lucerne, Switzerland; LATITUDE; LONGITUDE; OBS; Ocean bottom seismometer; Principal investigator; Project; Recorder, serial number; Recorder type; Sampling rate; Seismometer, serial number; Seismometer gain; Seismometer type; Station label; XJ_CHA01; XJ_CHA02; XJ_CHA03; XJ_CHA04; XJ_CHA05; XJ_CHA06; XJ_CHA07; XJ_CHA08; XJ_CHA09; XJ_CHB01; XJ_CHB02; XJ_CHB03; XJ_CHB04; XJ_CHB05; XJ_CHB06; XJ_CHB07; XJ_CHB08; XJ_CHB09; XJ_CHC01; XJ_CHC02; XJ_CHC03; XJ_CHC04; XJ_CHC05; XJ_CHC06; XJ_CHC07; XJ_CHC08; XJ_CHC09; XJ_CHS01; XJ_CHS02; XJ_CHS03; XJ_CIA01; XJ_CIA02; XJ_CIA03; XJ_CIA04; XJ_CIA05; XJ_CIA06; XJ_CIA07; XJ_CIA08; XJ_CIA09; XJ_CIS01; XJ_CIS02; XJ_ENA01; XJ_ENA02; XJ_ENA03; XJ_ENA04; XJ_ENA05; XJ_ENA06; XJ_ENA07; XJ_ENA08; XJ_ENA09; XJ_ENB01; XJ_ENB02; XJ_ENB03; XJ_ENB04; XJ_ENB05; XJ_ENB06; XJ_ENB07; XJ_ENB08; XJ_ENB09; XJ_ENS01; XJ_ENS02; XJ_ENS03; XJ_ENS04; XJ_ENS05; XJ_ENS06; XJ_ENS07; XJ_FLS01; XJ_FLS02; XJ_HOS01; XJ_KEA01; XJ_KEA02; XJ_KEA03; XJ_KEA04; XJ_KEA05; XJ_KEA06; XJ_KEA07; XJ_KEA08; XJ_KEA09; XJ_KEB01; XJ_KEB02; XJ_KEB03; XJ_KEB04; XJ_KEB05; XJ_KEB06; XJ_KEB07; XJ_KEB08; XJ_KEB09; XJ_KES01; XJ_KES02; XJ_LUS01; XJ_MUA02; XJ_MUA03; XJ_MUA04; XJ_MUA05; XJ_MUA06; XJ_MUA07; XJ_MUA08; XJ_MUA09; XJ_MUS01; XJ_MUS02; XJ_NAA01; XJ_NAA02; XJ_NAA03; XJ_NAA04; XJ_NAA05; XJ_NAA06; XJ_NAA07; XJ_NAA08; XJ_NAA09; XJ_NAS01; XJ_NAS02; XJ_NIA01; XJ_NIA02; XJ_NIA03; XJ_NIA04; XJ_NIA05; XJ_NIA06; XJ_NIA07; XJ_NIA08; XJ_NIA09; XJ_NIB01; XJ_NIB02; XJ_NIB03; XJ_NIB04; XJ_NIB05; XJ_NIB06; XJ_NIB07; XJ_NIB08; XJ_NIB09; XJ_NIC01; XJ_NIC02; XJ_NIC03; XJ_NIC04; XJ_NIC05; XJ_NIC06; XJ_NIC07; XJ_NIC08; XJ_NIC09; XJ_NIS01; XJ_NIS02; XJ_NIS03; XJ_NIS04; XJ_WEA01; XJ_WEA02; XJ_WEA03; XJ_WEA04; XJ_WEA05; XJ_WEA06; XJ_WEA07; XJ_WEA08; XJ_WEA09; XJ_WEB01; XJ_WEB02; XJ_WEB03; XJ_WEB04; XJ_WEB05; XJ_WEB06; XJ_WEB07; XJ_WEB08; XJ_WEB09; XJ_WEC01; XJ_WEC02; XJ_WEC03; XJ_WEC04; XJ_WEC05; XJ_WEC06; XJ_WEC07; XJ_WEC08; XJ_WEC09; XJ_WED01; XJ_WED02; XJ_WED03; XJ_WED04; XJ_WED05; XJ_WED06; XJ_WED07; XJ_WED08; XJ_WED09; XJ_WES01; XJ_WES02; XJ_WES03
    Type: Dataset
    Format: text/tab-separated-values, 4199 data points
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
  • 3
    Electronic Resource
    Electronic Resource
    Springer
    Journal of seismology 1 (1997), S. 87-102 
    ISSN: 1573-157X
    Keywords: microzonation ; seismic ambient noise ; numerical modelling ; strong ground motion ; historical earth-quakes ; site effects ; Basel ; Rhinegraben ; lateral heterogeneity
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Physics
    Notes: Abstract During the past centuries, the city of Basel has suffered damage caused by earthquakes. One extraordinary event described in historical documents is the strong earthquake which occurred in 1356. The 1356 event, one of the strongest earthquakes in northwest-Europe, was obviously much stronger than the low-magnitude earthquakes observed in the area during this century. Even though the present seismicity in the Basel area is low, strong earthquakes have to be expected due to the city's geographical location close to the northern boundary of the African-European convergence zone, at the southern end of the Rhinegraben. A crucial step towards preparedness for future events and mitigation of earthquake risk involves a microzonation study of the city. The study is carried out in three steps: (1) a detailed mapping of the geology and geotechnical properties of the area, (2) measurement, interpretation and modelling of ambient noise data, and (3) numerical modelling of expected ground motions during earthquakes. A qualitative microzonation of the centre of Basel is presented, and it is discussed by comparing it to the historically reported damage of the 1356 earthquake.
    Type of Medium: Electronic Resource
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
  • 4
    Publication Date: 2018
    Description: 〈div data-abstract-type="normal"〉〈p〉Passive seismology allows measurement of the structure of glaciers and ice sheets. However, most techniques used so far in this context are based on horizontally homogeneous media where parameters vary only with depth (1-D approximations), which are appropriate only for a subset of glaciers. Here, we analyze seismic noise records from three different types of glaciers (plateau, valley and avalanching glacier) to characterize the influence of the glacier geometry on the seismic wavefield. Using horizontal-to-vertical spectral ratios, polarization analysis and modal analysis, we show that the plateau glacier and the valley glacier can be seen as 1-D, whereas the relatively small avalanching glacier shows 3-D effects due to its bed topography and the deep crevasses. In principle, the techniques proposed here might allow monitoring such crevasses and their depth, and thus to constrain a key parameter of avalanching and calving glacier fronts.〈/p〉〈/div〉
    Print ISSN: 0260-3055
    Electronic ISSN: 1727-5644
    Topics: Geography , Geosciences
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
  • 5
    Publication Date: 2011-12-01
    Description: We evaluate the dynamic response of the large (around five million cubic meters) unstable rock slope at Randa, Switzerland, based on ground-motion recordings during small earthquakes. Seismic measurements revealed strong polarization of the wavefield in the direction of maximum slope displacement with spectral amplification factors ~5 within the unstable area. Results further highlighted resonant frequencies of both the large unstable rock mass and individual blocks within it. Block vibration was confirmed by phase analysis of in situ displacement measurements from two bounding tension fractures during a small earthquake. Numerical simulation using a discontinuous elastic model showed that the presence of steeply-dipping compliant fractures is crucial for recreating the observed site response. Such fractures are common in rock slope instabilities and are here shown to contribute to polarization and amplification of seismic shaking, site effects that are rarely considered for hard rock slopes and which may influence the potential for earthquake-triggered failure.
    Print ISSN: 0037-1106
    Electronic ISSN: 1943-3573
    Topics: Geosciences , Physics
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
  • 6
    Publication Date: 2011-12-01
    Description: Ratios of vertical-to-horizontal (V/H) ground motion are important for the computation of scenario-compatible vertical design spectra. They are therefore a crucial aspect of seismic hazard analysis. We characterize the V/H ratio at rock sites in terms of the recording site’s average quarter-wavelength velocity. A predictive equation is presented, which can be used for reconstructing the expected V/H ratio of the 5%-damped response and Fourier spectra for rock sites, given a known shear-wave velocity profile. The equation is based on the regression analysis of two datasets: one from Switzerland and one from Japan. The two datasets allow us to analyze well-characterized hard-rock sites in Switzerland using small earthquakes (Mw〉2), while the magnitude range is increased up to events of Mw 7.3 using strong-motion recordings from Japan’s KiK-net seismic network. It is shown that a correlation exists between the quarter-wavelength velocity at a given frequency and the V/H ground-motion ratio. Small differences, possibly due to velocity measurement bias or topographical and basin effects, existed when analyzing the individual regional datasets. Apart from near-source distances (R
    Print ISSN: 0037-1106
    Electronic ISSN: 1943-3573
    Topics: Geosciences , Physics
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
  • 7
    Publication Date: 2011-12-01
    Description: We estimate moment magnitudes Mw for earthquakes in Switzerland recorded between 1998 and 2009 using three different spectral methods. The Mw estimation in Switzerland is extended to lower magnitudes (local magnitude ML 0.1), and scaling relations between ML and Mw are investigated. Above ML 4, the obtained Mw estimates are consistent with the previously obtained scaling relation of Mw=ML-0.3 at the Swiss Seismological Service (SED). Below ML 4, all three methods indicate that a 1:1-type relationship is inappropriate. Therefore, we propose a new piecewise empirical scaling relation for earthquakes in Switzerland. The scaling is linear below ML 2 and above ML 4. To obtain a smooth transition between the two linear scales we fit a quadratic relation in between (2=ML=4). This scaling relation is also consistent with Mw estimates from moment-tensor (MT) solutions based on broadband waveform fitting of local earthquakes with ML〉3.0. We have tested all three methods carefully to ensure that the observed break in scale at around M 3 cannot be attributed to bias in the Mw determination. However, we cannot determine with certainty from the dataset at hand whether the break in scaling is due to bias in the routine determination of ML or to physical properties of the source.
    Print ISSN: 0037-1106
    Electronic ISSN: 1943-3573
    Topics: Geosciences , Physics
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
  • 8
    Publication Date: 2017-01-03
    Print ISSN: 0037-1106
    Electronic ISSN: 1943-3573
    Topics: Geosciences , Physics
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
  • 9
    Publication Date: 2017-10-03
    Print ISSN: 0956-540X
    Electronic ISSN: 1365-246X
    Topics: Geosciences
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
  • 10
Close ⊗
This website uses cookies and the analysis tool Matomo. More information can be found here...