@phdthesis{Strollo2010,
  author    = {Strollo, Angelo},
  title     = {Development of techniques for earthquake microzonation studies in different urban environment},
  url       = {http://nbn-resolving.de/urn:nbn:de:kobv:517-opus-53807},
  school      = {Universit{\"a}t Potsdam},
  year      = {2010},
  abstract  = {The proliferation of megacities in many developing countries, and their location in areas where they are exposed to a high risk from large earthquakes, coupled with a lack of preparation, demonstrates the requirement for improved capabilities in hazard assessment, as well as the rapid adjustment and development of land-use planning. In particular, within the context of seismic hazard assessment, the evaluation of local site effects and their influence on the spatial distribution of ground shaking generated by an earthquake plays an important role. It follows that the carrying out of earthquake microzonation studies, which aim at identify areas within the urban environment that are expected to respond in a similar way to a seismic event, are essential to the reliable risk assessment of large urban areas. Considering the rate at which many large towns in developing countries that are prone to large earthquakes are growing, their seismic microzonation has become mandatory. Such activities are challenging and techniques suitable for identifying site effects within such contexts are needed. In this dissertation, I develop techniques for investigating large-scale urban environments that aim at being non-invasive, cost-effective and quickly deployable. These peculiarities allow one to investigate large areas over a relative short time frame, with a spatial sampling resolution sufficient to provide reliable microzonation. Although there is a negative trade-off between the completeness of available information and extent of the investigated area, I attempt to mitigate this limitation by combining two, what I term layers, of information: in the first layer, the site effects at a few calibration points are well constrained by analyzing earthquake data or using other geophysical information (e.g., shear-wave velocity profiles); in the second layer, the site effects over a larger areal coverage are estimated by means of single-station noise measurements. The microzonation is performed in terms of problem-dependent quantities, by considering a proxy suitable to link information from the first layer to the second one. In order to define the microzonation approach proposed in this work, different methods for estimating site effects have been combined and tested in Potenza (Italy), where a considerable amount of data was available. In particular, the horizontal-to-vertical spectral ratio computed for seismic noise recorded at different sites has been used as a proxy to combine the two levels of information together and to create a microzonation map in terms of spectral intensity ratio (SIR). In the next step, I applied this two-layer approach to Istanbul (Turkey) and Bishkek (Kyrgyzstan). A similar hybrid approach, i.e., combining earthquake and noise data, has been used for the microzonation of these two different urban environments. For both cities, after having calibrated the fundamental frequencies of resonance estimated from seismic noise with those obtained by analysing earthquakes (first layer), a fundamental frequency map has been computed using the noise measurements carried out within the town (second layer). By applying this new approach, maps of the fundamental frequency of resonance for Istanbul and Bishkek have been published for the first time. In parallel, a microzonation map in terms of SIR has been incorporated into a risk scenario for the Potenza test site by means of a dedicated regression between spectral intensity (SI) and macroseismic intensity (EMS). The scenario study confirms the importance of site effects within the risk chain. In fact, their introduction into the scenario led to an increase of about 50\% in estimates of the number of buildings that would be partially or totally collapsed. Last, but not least, considering that the approach developed and applied in this work is based on measurements of seismic noise, their reliability has been assessed. A theoretical model describing the self-noise curves of different instruments usually adopted in microzonation studies (e.g., those used in Potenza, Istanbul and Bishkek) have been considered and compared with empirical data recorded in Cologne (Germany) and Gubbio (Italy). The results show that, depending on the geological and environmental conditions, the instrumental noise could severely bias the results obtained by recording and analysing ambient noise. Therefore, in this work I also provide some guidelines for measuring seismic noise.},
  language  = {en}
}
@phdthesis{Pilz2010,
  author    = {Pilz, Marco},
  title     = {A comparison of proxies for seismic site conditions and amplification for the large urban area of Santiago de Chile},
  url       = {http://nbn-resolving.de/urn:nbn:de:kobv:517-opus-52961},
  school      = {Universit{\"a}t Potsdam},
  year      = {2010},
  abstract  = {Situated in an active tectonic region, Santiago de Chile, the country´s capital with more than six million inhabitants, faces tremendous earthquake hazard. Macroseismic data for the 1985 Valparaiso and the 2010 Maule events show large variations in the distribution of damage to buildings within short distances indicating strong influence of local sediments and the shape of the sediment-bedrock interface on ground motion. Therefore, a temporary seismic network was installed in the urban area for recording earthquake activity, and a study was carried out aiming to estimate site amplification derived from earthquake data and ambient noise. The analysis of earthquake data shows significant dependence on the local geological structure with regards to amplitude and duration. Moreover, the analysis of noise spectral ratios shows that they can provide a lower bound in amplitude for site amplification and, since no variability in terms of time and amplitude is observed, that it is possible to map the fundamental resonance frequency of the soil for a 26 km x 12 km area in the northern part of the Santiago de Chile basin. By inverting the noise spectral rations, local shear wave velocity profiles could be derived under the constraint of the thickness of the sedimentary cover which had previously been determined by gravimetric measurements. The resulting 3D model was derived by interpolation between the single shear wave velocity profiles and shows locally good agreement with the few existing velocity profile data, but allows the entire area, as well as deeper parts of the basin, to be represented in greater detail. The wealth of available data allowed further to check if any correlation between the shear wave velocity in the uppermost 30 m (vs30) and the slope of topography, a new technique recently proposed by Wald and Allen (2007), exists on a local scale. While one lithology might provide a greater scatter in the velocity values for the investigated area, almost no correlation between topographic gradient and calculated vs30 exists, whereas a better link is found between vs30 and the local geology. When comparing the vs30 distribution with the MSK intensities for the 1985 Valparaiso event it becomes clear that high intensities are found where the expected vs30 values are low and over a thick sedimentary cover. Although this evidence cannot be generalized for all possible earthquakes, it indicates the influence of site effects modifying the ground motion when earthquakes occur well outside of the Santiago basin. Using the attained knowledge on the basin characteristics, simulations of strong ground motion within the Santiago Metropolitan area were carried out by means of the spectral element technique. The simulation of a regional event, which has also been recorded by a dense network installed in the city of Santiago for recording aftershock activity following the 27 February 2010 Maule earthquake, shows that the model is capable to realistically calculate ground motion in terms of amplitude, duration, and frequency and, moreover, that the surface topography and the shape of the sediment bedrock interface strongly modify ground motion in the Santiago basin. An examination on the dependency of ground motion on the hypocenter location for a hypothetical event occurring along the active San Ram{\´o}n fault, which is crossing the eastern outskirts of the city, shows that the unfavorable interaction between fault rupture, radiation mechanism, and complex geological conditions in the near-field may give rise to large values of peak ground velocity and therefore considerably increase the level of seismic risk for Santiago de Chile.},
  language  = {en}
}
@phdthesis{Haendel2018,
  author    = {H{\"a}ndel, Annabel},
  title     = {Ground-motion model selection and adjustment for seismic hazard analysis},
  url       = {http://nbn-resolving.de/urn:nbn:de:kobv:517-opus4-418123},
  school      = {Universit{\"a}t Potsdam},
  pages     = {122},
  year      = {2018},
  abstract  = {Erdbeben k{\"o}nnen starke Bodenbewegungen erzeugen und es ist wichtig, diese in einer seismischen Gef{\"a}hrdungsanalyse korrekt vorherzusagen. {\"U}blicherweise werden dazu empirisch ermittelte Bodenbewegungsmodelle (GMPE) in einem logischen Baum zusammengef{\"u}gt. Wenn jedoch die Bodenbewegung in einem Gebiet mit geringer Seismizit{\"a}t bestimmen werden soll, dann fehlen in der Regel die Daten, um regionsspezifische GMPEs zu entwickeln. In diesen F{\"a}llen ist es notwendig, auf Modelle aus anderen Gebieten mit guter Datengrundlage zur{\"u}ckzugreifen und diese an die Zielregion anzupassen. Zur korrekten Anpassung werden seismologische Informationen aus der Zielregion wie beispielsweise die standortspezifische D{\"a}mpfung kappa0 ben{\"o}tigt. Diese Parameter lassen sich jedoch ebenfalls nur unzuverl{\"a}ssig bestimmen, wenn die Datengrundlage schlecht ist. In meiner Dissertation besch{\"a}ftige ich mich daher mit der Auswahl von GMPEs f{\"u}r den logischen Baum beziehungsweise deren Anpassung an Regionen mit geringer Seismizit{\"a}t. Ich folge dabei zwei verschiedenen Strategien. Im ersten Ansatz geht es um das Aufstellen eines logischen Baumes, falls kein regionsspezifisches Modell vorhanden ist. Ich stelle eine Methode vor, in der mehrere regionsfremde Modelle zu einem Mixmodell zusammengef{\"u}gt werden. Die Modelle werden dabei je nach ihrer Eignung gewichtet und die Gewichte mittels der wenigen verf{\"u}gbaren Daten aus der Zielregion ermittelt. Ein solches Mixmodell kann als sogenanntes 'Backbone'-Modell verwendet werden, welches in der Lage ist, mittlere Bodenbewegungen in der Zielregion korrekt vorherzusagen. Ich teste diesen Ansatz f{\"u}r Nordchile und acht GMPEs, die f{\"u}r verschiedene Subduktionszonen auf der Welt entwickelt wurden. Die Resultate zeigen, dass das Mixmodell bessere Ergebnisse liefert als die einzelnen GMPEs, die zu seiner Erzeugung genutzt wurden. Es ist außerdem ebenso gut in der Vorhersage von Bodenbewegungen wie ein Regressionsmodell, welches extra f{\"u}r Nordchile entwickelt wurde. Im zweiten Ansatz besch{\"a}ftige ich mich mit der Bestimmung der standortspezifischen D{\"a}mpfung kappa0. kappa0 ist einer der wichtigsten Parameter zur Anpassung eines GMPEs an eine andere Region. Mein Ziel ist es, kappa0 aus seismischer Bodenunruhe anstelle von Erdbeben zu ermitteln, da diese kontinuierlich aufgezeichnet wird. Mithilfe von Interferometrie kann die Geschwindigkeit und D{\"a}mpfung von seismischen Wellen im Untergrund bestimmt werden. Dazu werden lange Aufzeichnungsreihen seismischer Bodenunruhe entweder kreuzkorreliert oder entfaltet (Dekonvolution). Die Bestimmung der D{\"a}mpfung aus Bodenunruhe bei Frequenzen {\"u}ber 1 Hz und in geringen Tiefen ist jedoch nicht trivial. Ich zeige in meiner Dissertation die Ergebnisse von zwei Studien. In der ersten Studie wird die D{\"a}mpfung von Love-Wellen zwischen 1-4 Hz f{\"u}r ein kleines Testarray in Griechenland ermittelt. In der zweiten Studie verwende ich die Daten einer Bohrloch und einer Oberfl{\"a}chenstation aus dem Vogtland, um die D{\"a}mpfung von S-Wellen zwischen 5-15 Hz zu bestimmen. Diese beiden Studien stellen jedoch nur den Ausgangspunkt f{\"u}r zuk{\"u}nftige Untersuchungen dar, in denen kappa0 direkt aus der seismischer Bodenunruhe hergeleitet werden soll.},
  language  = {en}
}
@phdthesis{Illien2023,
  author    = {Illien, Luc},
  title     = {Time-dependent properties of the shallow subsurface},
  doi       = {10.25932/publishup-59936},
  url       = {http://nbn-resolving.de/urn:nbn:de:kobv:517-opus4-599367},
  school      = {Universit{\"a}t Potsdam},
  pages     = {xviii, 133},
  year      = {2023},
  abstract  = {The shallow Earth's layers are at the interplay of many physical processes: some being driven by atmospheric forcing (precipitation, temperature...) whereas others take their origins at depth, for instance ground shaking due to seismic activity. These forcings cause the subsurface to continuously change its mechanical properties, therefore modulating the strength of the surface geomaterials and hydrological fluxes. Because our societies settle and rely on the layers hosting these time-dependent properties, constraining the hydro-mechanical dynamics of the shallow subsurface is crucial for our future geographical development. One way to investigate the ever-changing physical changes occurring under our feet is through the inference of seismic velocity changes from ambient noise, a technique called seismic interferometry. In this dissertation, I use this method to monitor the evolution of groundwater storage and damage induced by earthquakes. Two research lines are investigated that comprise the key controls of groundwater recharge in steep landscapes and the predictability and duration of the transient physical properties due to earthquake ground shaking. These two types of dynamics modulate each other and influence the velocity changes in ways that are challenging to disentangle. A part of my doctoral research also addresses this interaction. Seismic data from a range of field settings spanning several climatic conditions (wet to arid climate) in various seismic-prone areas are considered. I constrain the obtained seismic velocity time-series using simple physical models, independent dataset, geophysical tools and nonlinear analysis. Additionally, a methodological development is proposed to improve the time-resolution of passive seismic monitoring.},
  language  = {en}
}
@misc{Paetzel2023,
  type      = {Master Thesis},
  author    = {P{\"a}tzel, Jonas},
  title     = {Seismic site characterization using broadband and DAS ambient vibration measurements on Mt Etna, Italy},
  doi       = {10.25932/publishup-61379},
  url       = {http://nbn-resolving.de/urn:nbn:de:kobv:517-opus4-613793},
  school      = {Universit{\"a}t Potsdam},
  pages     = {95},
  year      = {2023},
  abstract  = {Both horizontal-to-vertical (H/V) spectral ratios and the spatial autocorrelation method (SPAC) have proven to be valuable tools to gain insight into local site effects by ambient noise measurements. Here, the two methods are employed to assess the subsurface velocity structure at the Piano delle Concazze area on Mt Etna. Volcanic tremor records from an array of 26 broadband seismometers is processed and a strong variability of H/V ratios during periods of increased volcanic activity is found. From the spatial distribution of H/V peak frequencies, a geologic structure in the north-east of Piano delle Concazze is imaged which is interpreted as the Ellittico caldera rim. The method is extended to include both velocity data from the broadband stations and distributed acoustic sensing data from a co-located 1.5 km long fibre optic cable. High maximum amplitude values of the resulting ratios along the trajectory of the cable coincide with known faults. The outcome also indicates previously unmapped parts of a fault. The geologic interpretation is in good agreement with inversion results from magnetic survey data. Using the neighborhood algorithm, spatial autocorrelation curves obtained from the modified SPAC are inverted alone and jointly with the H/V peak frequencies for 1D shear wave velocity profiles. The obtained models are largely consistent with published models and were able to validate the results from the fibre optic cable.},
  language  = {en}
}