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Littérature scientifique sur le sujet « 1999 Duzce earthquake »

Auteur : Grafiati
Publié le 10 mars 2023

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Articles de revues sur le sujet "1999 Duzce earthquake"

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Yuce, G., et D. Ugurluoglu. « Technical NoteEarthquake dates and water level changes in wells in the Eskisehir region, Turkey ». Hydrology and Earth System Sciences 7, no 5 (31 octobre 2003) : 777–81. http://dx.doi.org/10.5194/hess-7-777-2003.

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Abstract. Although satisfactory results have yet to be obtained in earthquake prediction, one of the most common indicators of an anomalous precursor is a change in groundwater level in existing wells. Further wells should thus be drilled in unconfined aquifers since these are more susceptible to seismic waves. The Eskisehir region lies in the transition zone between the Aegean extensional domain and the compressible northern Anatolian block. Limnigraphs, installed in 19 exploration wells in the Eskisehir region, recorded pre-seismic, co-seismic and post-seismic level changes during the earthquakes of 17 August Izmit (Mw= 7.4) and 12 November Duzce (Mw= 7.2) 1999 that occurred along the North Anatolian Fault Zone. The Izmit and Duzce earthquakes affected groundwater levels, especially in confined aquifers. The aquifer characteristics before and after the earthquakes were unchanged so the aquifer is elastic in its behaviour. Further detailed geo-mechanical investigation of the confined aquifer in the Eskisehir region may improve understanding of earthquake prediction. Keywords: earthquake prediction, Eskisehir, hydrological warning, monitoring groundwater levels
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Karimzadeh, Shaghayegh. « Seismological and Engineering Demand Misfits for Evaluating Simulated Ground Motion Records ». Applied Sciences 9, no 21 (23 octobre 2019) : 4497. http://dx.doi.org/10.3390/app9214497.

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Simulated ground motions have recently gained more attention in seismology and earthquake engineering. Since different characteristics of waveforms are expected to influence alternative structural response parameters, evaluation of simulations, for key components of seismological and engineering points of view is necessary. When seismological aspect is of concern, consideration of a representative set of ground motion parameters is imperative. Besides, to test the applicability of simulations in earthquake engineering, structural demand parameters should simultaneously cover a descriptive set. Herein, simulations are evaluated through comparison of seismological against engineering misfits, individually defined in terms of log-scale misfit and goodness-of-fit score. For numerical investigations, stochastically simulated records of three earthquakes are considered: The 1992 Erzincan-Turkey, 1999 Duzce-Turkey and 2009 L’Aquila-Italy events. For misfit evaluation, seismological parameters include amplitude, duration and frequency content, while engineering parameters contain spectral acceleration, velocity and seismic input energy. Overall, the same trend between both misfits is observed. All misfits for Erzincan and Duzce located on basins are larger than those corresponding to L’Aquila mostly placed on stiff sites. The engineering misfits, particularly in terms of input energy measures, are larger than seismological misfits. In summary, the proposed misfit evaluation methodology seems useful to evaluate simulations for engineering practice.
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Bar-Dayan, Yaron, Adi Leiba, Pinar Beard, David Mankuta, Dan Engelhart, Yftah Beer, Mauryzio Lynn et al. « A Multidisciplinary Field Hospital as a Substitute For Medical Hospital Care in the Aftermath of an Earthquake : The Experience of the Israeli Defense Forces Field Hospital in Duzce, Turkey, 1999 ». Prehospital and Disaster Medicine 20, no 2 (avril 2005) : 103–6. http://dx.doi.org/10.1017/s1049023x00002272.

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AbstractThe damage created by an earthquake can overwhelm local health services, and damage to clinics and hospitals can render them useless. After an earthquake, even undamaged medical facilities cannot be used for a period of time if there is a risk of aftershocks and collapse.In such a situation, there may be calls for international health teams – but what constitutes the optimal medical aid a few days after the event? Does a military field hospital fill the “gap” in the local healthcare system?On 12 November 1999, a 7.2 magnitude earthquake struck Duzce, Turkey. All of the medical activities of the responding Israeli Defense Forces (IDF) mission team field hospital in Duzce, Turkey were recorded and evaluated. A total of 2,230 patient contacts occurred at the field hospital during the nine days it operated. Most of the patients who presented (90%) had non-traumatic medical, pediatric, or gynecological problems unrelated to the earthquake.The IDF hospital offered medical care provided by specialists, hospitalization, and surgical abilities, which Duzce's hospitals could not offer until two weeks after the earthquake. These results strengthen the importance of a multidisciplinary, versatile, field hospital as an aid to an earthquake-affected population during the first few weeks after an earthquake.
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RATHJE, ELLEN M., JONATHAN P. STEWART, M. BORA BATURAY, JONATHAN D. BRAY et J. P. BARDET. « STRONG GROUND MOTIONS AND DAMAGE PATTERNS FROM THE 1999 DUZCE EARTHQUAKE IN TURKEY ». Journal of Earthquake Engineering 10, no 5 (septembre 2006) : 693–724. http://dx.doi.org/10.1080/13632460609350615.

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Burgmann, R. « Deformation during the 12 November 1999 Duzce, Turkey, Earthquake, from GPS and InSAR Data ». Bulletin of the Seismological Society of America 92, no 1 (1 février 2002) : 161–71. http://dx.doi.org/10.1785/0120000834.

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Wu, C., X. Meng, Z. Peng et Y. Ben-Zion. « Lack of Spatiotemporal Localization of Foreshocks before the 1999 Mw 7.1 Duzce, Turkey, Earthquake ». Bulletin of the Seismological Society of America 104, no 1 (10 décembre 2013) : 560–66. http://dx.doi.org/10.1785/0120130140.

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Şeşetyan, Tümsa et Akinci. « Evaluation of The Seismic Hazard in The Marmara Region (Turkey) Based on Updated Databases ». Geosciences 9, no 12 (20 novembre 2019) : 489. http://dx.doi.org/10.3390/geosciences9120489.

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The increase in the wealth of information on the seismotectonic structure of the Marmara region after two devastating earthquakes (M7.6 Izmit and M7.2 Duzce events) in the year 1999 opened the way for the reassessment of the probabilistic seismic hazard in the light of new datasets. In this connection, the most recent findings and outputs of different national and international projects concerning seismicity and fault characterization in terms of geometric and kinematic properties are exploited in the present study to build an updated seismic hazard model. A revised fault segmentation model, alternative earthquake rupture models under a Poisson and renewal assumptions, as well as recently derived global and regional ground motion prediction equations (GMPEs) are put together in the present model to assess the seismic hazard in the region. Probabilistic seismic hazard assessment (PSHA) is conducted based on characteristic earthquake modelling for the fault segments capable of producing large earthquakes and smoothed seismicity modelling for the background smaller magnitude earthquake activity. The time-independent and time-dependent seismic hazard results in terms of spatial distributions of three ground-shaking intensity measures (peak ground acceleration, PGA, and 0.2 s and 1.0 s spectral accelerations (SA) on rock having 10% and 2% probabilities of exceedance in 50 years) as well as the corresponding hazard curves for selected cities are shown and compared with previous studies.
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Rathje, Ellen M., Kenneth H. Stokoe et Brent Rosenblad. « Strong Motion Station Characterization and Site Effects during the 1999 Earthquakes in Turkey ». Earthquake Spectra 19, no 3 (août 2003) : 653–75. http://dx.doi.org/10.1193/1.1596212.

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The 1999 Kocaeli and Duzce earthquakes in Turkey generated a moderate amount of strong ground motion data. This paper describes the shear-wave velocity profiles measured at a number of strong motion stations in Turkey using the spectral-analysis-of-surface-waves (SASW) method. The shear-wave velocity profiles from SASW testing compare well with deeper profiles developed by microtremor surface wave inversion, but SASW provides more shear-wave velocity resolution near the ground surface. The developed shear-wave velocity profiles are used to define site classifications for each station. For the Kocaeli earthquake, event-specific attenuation relationships are developed. These relationships show considerable amplification of peak ground acceleration and spectral acceleration (at a period of 0.3 s) at deep soil sites in the far field, but no amplification in the near-fault region. For spectral accelerations at longer spectral periods (1.0 and 2.0 s), amplification is indicated in both the near field and far field. Amplification factors derived from the Kocaeli earthquake strong motion data are generally larger than those used in current attenuation relationships and building codes. The short-period amplification factors derived from the regression decrease with increasing rock motion intensity (PGArock), and the derived long-period amplification factors increase with increasing PGArock. These trends are most likely due to soil nonlinearity. The increase in long-period amplification factors with PGArock is not taken into account in current building codes.
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Duman, T. Y. « Step-Over and Bend Structures along the 1999 Duzce Earthquake Surface Rupture, North Anatolian Fault, Turkey ». Bulletin of the Seismological Society of America 95, no 4 (1 août 2005) : 1250–62. http://dx.doi.org/10.1785/0120040082.

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Kontoe, Stavroula, Lidija Zdravkovic, David M. Potts et Christopher O. Menkiti. « Case study on seismic tunnel response ». Canadian Geotechnical Journal 45, no 12 (décembre 2008) : 1743–64. http://dx.doi.org/10.1139/t08-087.

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This paper presents a case study of the Bolu highway twin tunnels that experienced a wide range of damage during the 1999 Duzce earthquake in Turkey. Attention is focused on a particular section of the left tunnel that was still under construction when the earthquake struck and that experienced extensive damage during the seismic event. Static and dynamic plane-strain finite element (FE) analyses were undertaken to investigate the seismic tunnel response at two sections and to compare the results with the post-earthquake field observations. The predicted maximum total hoop stress during the earthquake exceeds the strength of shotcrete in the examined section. The occurrence of lining failure and the predicted failure mechanism compare very favourably with field observations. The results of the dynamic FE analyses are also compared with those obtained by simplified methodologies (i.e., two analytical elastic solutions and quasi-static elastoplastic FE analyses). For this example, the quasi-static racking analysis gave thrust and bending-moment distributions around the lining that differed significantly from those obtained from full dynamic analyses. However, the resulting hoop stress distributions were in reasonable agreement.
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Thèses sur le sujet "1999 Duzce earthquake"

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Yargici, Volkan. « Assessment Of Buried Pipeline Performance During The 1999 Duzce Earthquake ». Master's thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/1063197/index.pdf.

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The goal of this study is to develop probabilistically based empirical correlations for seismic performance assessment of buried pipelines. Within the scope of these research efforts, pipeline performance case histories have been compiled from Duzce city after Duzce earthquake. The characteristics of Duzce water supply and distribution system with the earthquake damage on the system were studied. Correlations of the damage patterns with the water distribution system, earthquake and geotechnical characteristics have been developed. Moreover spatial distributions of the earthquake effects havebeen transferred into Geographic Information System (GIS) format. As a result of these studies, it was intended to define the seismic, geotechnical and structural parameters which may explain the spatial variability of the observed seismic pipeline hazard. For the development of such correlations, a maximum likelihood framework for the probabilistic assessment of seismically induced buried pipeline performance is described. A database, consisting of postearthquake field observations of buried pipeline performance after Duzce earthquake in conjunction with in-situ index test results, is used for the development of probabilistically based seismic pipeline performance correlations. As a result of careful processing of available data, the variables of the problem are selected as: liquefaction susceptibility of soil, thickness of soft soil layer if it exists, peak ground acceleration and estimated ground deformations. A limit state function is defined in terms of these variables. Repairs on the pipeline system due to earthquake are compiled with the surrounding soil and earthquake parameters and the correlations of pipeline performances with the mentioned variables are determined. Different sets of fragility curves are developed for seismic pipeline performance problem, representing various sources of uncertainty that are intrinsic to the problem. Such information is believed to be useful to utility system operators in planning a seismic retrofit or upgrade program for existing pipeline systems.
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Sakiroglu, Mehmet. « Positive Outcomes Among The 1999 Duzce Earthquake Survivors : Earthquake Preparedness Behavior And Posttraumatic Growth ». Phd thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613479/index.pdf.

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The current study aimed to examine two potential positive outcomes of an earthquake experience, namely posttraumatic growth (PTG) and earthquake preparedness behavior. Variables that may be related to PTG and earthquake preparedness behavior were examined after earthquake victimization by using two models, which were the Person Relative to Event (PrE) Model (Mulilis &
Duval, 1997) to understand earthquake preparedness behavior, and Model of Life Crises and Personal Growth (Schaefer &
Moos, 1992) to understand PTG. In order to examine earthquake preparedness behavior, the roles of demographic variables, event-related variables, cognitive appraisal factors, and coping strategies, and in order to examine PTG, environmental factors, system factors, event related factors, earthquake specific coping and cognitive appraisal factors, and general ways of coping responses factors were examined. Data was collected by a questionnaire consisting of three parts. The first part was a socio-demographic information form. The second part of the questionnaire included set of items designed to examine past earthquake experience, the severity of past earthquake experience and reasons to prepare for a possible future earthquake. The third part of the questionnaire consisted of eight scales. These scales were Ways of Coping Inventory (WCI) to measure coping strategies used in stressful situations, Revised and Translated Mulilis-Lippa Earthquake Preparedness Scale (MLEPS) to measure the level of earthquake preparedness behavior, perceived difficulty and perceived effectiveness of being prepared, Religiousness Scale (RS) to measure the level of religious resources of participants, The Multidimensional Scale of Perceived Social Support (MSPSS) to measure perceived adequacy of social support, The Quality of Life Scale (WHOQOL) to measure the quality of life of the participants, Psychological Well-Being Scale to measure the level of psychological well-being of participants, Traumatic Stress Symptom Checklist (TSSC) to measure posttraumatic stress, and Post-traumatic Growth Inventory (PTGI) to measure stress-related growth. One hundred ninety nine adults (105 females and 94 males with an age range of 18 to 73) were participants of the study. The participants were from Kaynasli, Dü
zce. The participants were selected on the basis of their age, gender, and the type of their houses. They were contacted through home visits. In the result section, the level of the different categories of earthquake preparedness behavior, self-efficacy and outcome efficacy
the reasons of preparedness and nonpreparedness for earthquakes, the variables related to earthquake preparedness behavior and PTG were presented. Hierarchical regression analysis results revealed that perceived responsibility to prepare for earthquakes, outcome efficacy, and problem-focused coping were positively and posttraumatic stress was negatively related to earthquake preparedness behavior. As a result of the regression analysis, it was found that being married, perceived social support, well-being, problem-focused coping, and seeking social support coping were significant predictors of the level of PTG. The results of regression analysis also showed that, general problem focused coping was more efficient than earthquake specific active coping after earthquake victimization for the development of PTG. The results of the study were discussed within the relevant literature, shortcomings of the current study, clinical implications and suggestions for future research were proposed.
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Lumbantoruan, Partahi Mamora Halomoan. « Probabilistic Post-Liquefaction Residual Shear Strength Analyses of Cohesionless Soil Deposits : Application to the Kocaeli (1999) and Duzce (1999) Earthquakes ». Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/35419.

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Liquefaction of granular soil deposits can have extremely detrimental effects on the stability of embankment dams, natural soil slopes, and mine tailings. The residual or liquefied shear strength of the liquefiable soils is a very important parameter when evaluating stability and deformation of level and sloping ground. Current procedures for estimating the liquefied shear strength are based on extensive laboratory testing programs or from the back-analysis of failures where liquefaction was involved and in-situ testing data was available. All available procedures utilize deterministic methods for estimation and selection of the liquefied shear strength. Over the past decade, there has been an increasing trend towards analyzing geotechnical problems using probability and reliability. This study presents procedures for assessing the liquefied shear strength of cohesionless soil deposits within a risk-based framework. Probabilistic slope stability procedures using reliability methods and Monte Carlo Simulations are developed to incorporate uncertainties associated with geometrical and material parameters. The probabilistic methods are applied to flow liquefaction case histories from the 1999 Kocaeli/Duzce, Turkey Earthquake, where extensive liquefaction was observed. The methods presented in this paper should aid in making better decisions about the design and rehabilitation of structures constructed of or atop liquefiable soil deposits.
Master of Science
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« ASSESSMENT OF BURIED PIPELINE PERFORMANCE DURING THE 1999 DUZCE EARTHQUAKE ». Master's thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/1063197/index.pdf.

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Livres sur le sujet "1999 Duzce earthquake"

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Alex, Tang, dir. Izmit (Kocaeli), Turkey, earthquake of August 17, 1999 including Duzce earthquake of November 12, 1999 : lifeline performance. Reston, VA : American Society of Civil Engineers, 2000.

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Aykut, Barka, et İstanbul Teknik Üniversitesi, dir. The 1999 İzmit and Düzce earthquakes : Preliminary results. [Istanbul] : İstanbul Technical University, 2000.

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D, Kalafat, et Kandilli Rasathanesi, dir. 17 Ağustos 1999 İzmit, 12 Kasım 1999 Düzce depremi ve artçı deprem etkinlikleri. 2e éd. Bebek, İstanbul : Boğaziçi Üniversitesi Kandilli Rasathanesi ve Deprem Araştırma Enstitüsü, 2002.

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Geological Survey (U.S.), dir. Main Shock And Aftershock Records Of The 1999 Izmit And Duzce, Turkey Earthquakes, U.S. Geological Survey, Open-File Report 01-163, Version 1.0, 2001, (CD-ROM). [S.l : s.n., 2001.

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Tang, Alex K. Izmit (Kocaeli), Turkey, Earthquake of August 17, 1999 Including Duzce Earthquake of November 12, 1999 : Lifeline Performance (Monograph (American Society ... Lifeline Earthquake Engineering), No. 17.). Amer Society of Civil Engineers, 2000.

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Chapitres de livres sur le sujet "1999 Duzce earthquake"

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Çelİk, O. C. « Observed Beam-Column Joint Failures During 17 August 1999 Kocaeli and 12 November 1999 Duzce, Turkey Earthquakes ». Dans The Paramount Role of Joints into the Reliable Response of Structures, 197–206. Dordrecht : Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-010-0950-8_17.

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Comfort, Louise K. « Operative Adaptive Systems ». Dans The Dynamics of Risk, 92–133. Princeton University Press, 2019. http://dx.doi.org/10.23943/princeton/9780691165370.003.0006.

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This chapter details the findings and analysis for operative adaptive systems. Four earthquake response and recovery systems included in this study fall in this initial category of operative adaptive systems: the 1999 Duzce, Turkey, earthquake; the 2009 Padang, Indonesia, earthquake; the 2011 Tohoku, Japan, earthquake, tsunami, and nuclear breach; and the 2015 Nepal earthquakes. All four response systems share the characteristic of seeking to adapt rapidly to an environment suddenly altered by a major earthquake. Yet, the capacity of each governmental system to extend the process of adaptation beyond the immediate response into a newly re-stabilized recovery system varied markedly, depending on the scale of the destruction incurred, the scope of reconstruction required, and the rate of change over time needed for recovery. Moreover, while each of these four cases exhibited some capacity in technical and social areas, none had strong midlevel networks that could bridge national and local functions easily.
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Tokgozoglu, F., M. Ozben et S. Isik. « Seismic assessment results and actual application in the complex ground conditions of Bolu tunnels after the 1999 Duzce earthquake ». Dans Underground Space Use. Analysis of the Past and Lessons for the Future. Taylor & ; Francis, 2005. http://dx.doi.org/10.1201/noe0415374521.ch99.

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Actes de conférences sur le sujet "1999 Duzce earthquake"

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Çeti˙n, Kemal Önder, VoIkan Yargici et Ali Anil yunatci. « Assessment of Buried Pipeline Performance during the 1999 Duzce Earthquake, Turkey ». Dans Pipelines Specialty Conference 2009. Reston, VA : American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41069(360)25.

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Sozen, Mete A. « Notes on the 1999 Kocaeli–Golcuk and Duzce–Bolu Earthquakes in Turkey ». Dans Second Forensic Engineering Congress. Reston, VA : American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40482(280)1.

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Ulutas, E., T. Serkan Irmak, I. Talih Güven, B. Tunç, T. Çetinol, D. Çaka, N. Alpaslan et al. « Empirical Attenuation Relationship Of Pga Based On 17 August 1999 Kocaeli And 12 November 1999 Duzce Earthquakes Data ». Dans 4th Congress of the Balkan Geophysical Society. European Association of Geoscientists & Engineers, 2005. http://dx.doi.org/10.3997/2214-4609-pdb.26.o19-01.

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