Relevant bibliographies by topics / Duzce earthquake

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Duzce earthquake'

Author: Grafiati
Published: 10 March 2023
Last updated: 30 July 2024

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Journal articles on the topic "Duzce earthquake"

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Yuce, G., and D. Ugurluoglu. "Technical NoteEarthquake dates and water level changes in wells in the Eskisehir region, Turkey." Hydrology and Earth System Sciences 7, no. 5 (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 earthq
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Oztas, Murat Orhan, Meltem Onder, Pinar Oztas, and Cigdem Atahan. "Early skin problems after Duzce earthquake." International Journal of Dermatology 39, no. 12 (2000): 952–53. http://dx.doi.org/10.1046/j.1365-4362.2000.00008.x.

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Bar-Dayan, Yaron, Adi Leiba, Pinar Beard, 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 (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 activiti
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Karimzadeh, Shaghayegh. "Seismological and Engineering Demand Misfits for Evaluating Simulated Ground Motion Records." Applied Sciences 9, no. 21 (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.
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Hearn, E. H. "Dynamics of Izmit Earthquake Postseismic Deformation and Loading of the Duzce Earthquake Hypocenter." Bulletin of the Seismological Society of America 92, no. 1 (2002): 172–93. http://dx.doi.org/10.1785/0120000832.

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Lee, Do Hyung, Byeong Hwa Kim, Jung Joong Kim, and WooSeok Kim. "Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes." Shock and Vibration 2020 (August 7, 2020): 1–15. http://dx.doi.org/10.1155/2020/1910475.

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Successive earthquakes of Kocaeli and Duzce within three months indicated that even the survived lifeline structures such as bridges under the former event may have damage or collapse potential under the latter event due to their possible stiffness degradation. It is thus important that a rigorous seismic analysis of such structures should account for the effect of prior earthquake damage. For this purpose, nonlinear seismic analysis of a reinforced concrete bridge structure has been carried out under both single and multiple earthquake ground motions. Behavior and response evaluation of the b
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Ateş, Ali, İnan Keskin, Ermedin Totiç, and Burak Yeşil. "Investigation of Soil Liquefaction Potential around Efteni Lake in Duzce Turkey: Using Empirical Relationships between Shear Wave Velocity and SPT Blow Count (N)." Advances in Materials Science and Engineering 2014 (2014): 1–15. http://dx.doi.org/10.1155/2014/290858.

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Evaluation of the liquefaction potential of a liquefaction-prone area is important for geotechnical earthquake engineering, both for assessment for site selection and for planning and new constructions. The liquefaction potential index for the city of Duzce in northwestern Turkey using the empirical relationships between the Standard Penetration Test (SPT) and the Shear Wave Velocity Test (VS) was investigated in this study. After,VSvalues based on SPT blow counts (N) were obtained from the alluvial soils in the city of Duzce. The liquefaction potential indexes of the soils were determined usi
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Şeşetyan, Tümsa, and Akinci. "Evaluation of The Seismic Hazard in The Marmara Region (Turkey) Based on Updated Databases." Geosciences 9, no. 12 (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, a
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AbdulJaleel, Zina A., and Bahman O. Taha. "Selection of Compatible Ground Motions with the Seismic Characteristics of Erbil City, the Capital of the Kurdistan Region of Iraq." Polytechnic Journal 10, no. 1 (2020): 110–20. http://dx.doi.org/10.25156/ptj.v10n1y2020.pp110-120.

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Erbil city characterized by the risk of earthquakes generated by Zagros-Taurus Belt. The central objective of this study is to obtain a compatible input ground motion within the seismicity of Erbil city since which is considered an essential component of seismic risk evaluation and vulnerability studies. The real records obtained from the online database Pacific Earthquake Engineering Research Next Generation Attenuation. Four sets of ground motion selection and modification methods proposed to obtain fifteen records, where each record scaled and matched with the defined target spectra and sei
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RATHJE, ELLEN M., JONATHAN P. STEWART, M. BORA BATURAY, JONATHAN D. BRAY, and J. P. BARDET. "STRONG GROUND MOTIONS AND DAMAGE PATTERNS FROM THE 1999 DUZCE EARTHQUAKE IN TURKEY." Journal of Earthquake Engineering 10, no. 5 (2006): 693–724. http://dx.doi.org/10.1080/13632460609350615.

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Dissertations / Theses on the topic "Duzce earthquake"

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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 &amp<br>Duval, 1997) to understand earthquake preparedness behavior, and Model of Life Crises and Personal Growth (Schaefer &amp<br>Moos, 1992) to understand PTG. In order to examine earthquake preparedness behavior, the roles of d
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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 havebe
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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
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Cambazoglu, Selim. "Preparation Of A Source Model For The Eastern Marmara Region Along The North Anatolian Fault Segments And Probabilistic Seismic Hazard Assessment Of Duzce Province." Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614167/index.pdf.

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The North Anatolian Fault System is one of the most important active strike-slip fault systems in the world. The August 17, 1999 and November 12, 1999 earthquakes at Kocaeli and D&uuml<br>zce are the most recent devastating earthquakes. The study area lies in the Eastern Marmara Region and is bounded by the 28.55-33.75 E and 40.00-41.20 N, latitude and longitude coordinates, respectively. There are numerous studies conducted in the study area in terms of active tectonics and seismicity, however studies are scale dependent. Therefore, a comprehensive literature survey regarding active tectonics
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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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Pucci, S. "The Düzce segment of the North Anatolian Fault Zone (Turkey): Understanding its seismogenic behavior through earthquake geology." Thesis, 2006. http://hdl.handle.net/2122/2043.

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The area struck by the November, 12, 1999, Mw 7.1 earthquake that ruptured the Düzce segment of the North Anatolian Fault Zone (NAFZ) was investigated. In order to document the Düzce seismogenic fault characteristics, segment of the North Anatolian fault, systematic geological, geomorphological and paleoseismological analyses were integrated in this thesis. A detailed mapping and study of the 1999 earthquake coseismic ruptures and of the short- (Holocene) long-term (Pliocene-Pleistocene) tectonic landforms, first, in a key area, then, along the whole Düzce fault was carried out. The major obj
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Books on the topic "Duzce earthquake"

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

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Aykut, Barka, and İstanbul Teknik Üniversitesi, eds. The 1999 İzmit and Düzce earthquakes: Preliminary results. İstanbul Technical University, 2000.

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D, Kalafat, and Kandilli Rasathanesi, eds. 17 Ağustos 1999 İzmit, 12 Kasım 1999 Düzce depremi ve artçı deprem etkinlikleri. 2nd ed. Boğaziçi Üniversitesi Kandilli Rasathanesi ve Deprem Araştırma Enstitüsü, 2002.

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4

Geological Survey (U.S.), ed. 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.n., 2001.

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5

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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Book chapters on the topic "Duzce earthquake"

1

Karimzadeh, Shaghayegh, Aysegul Askan, and Ahmet Yakut. "Assessment of Simulated Ground Motions in Earthquake Engineering Practice: A Case Study for Duzce (Turkey)." In Pageoph Topical Volumes. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-72709-7_16.

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Çelİk, O. C. "Observed Beam-Column Joint Failures During 17 August 1999 Kocaeli and 12 November 1999 Duzce, Turkey Earthquakes." In The Paramount Role of Joints into the Reliable Response of Structures. 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." In The Dynamics of Risk. 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, and S. Isik. "Seismic assessment results and actual application in the complex ground conditions of Bolu tunnels after the 1999 Duzce earthquake." In 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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Conference papers on the topic "Duzce earthquake"

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

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Khanbabazadeh, Hadi, Recep Iyisan, Emre Hasal, and Can Zulfikar. "BASIN EDGE EFFECT AT TURKISH BASINS: THE CASE STUDY OF DINAR AND DUZCE BASINS." In 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7327.19572.

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Sozen, Mete A. "Notes on the 1999 Kocaeli–Golcuk and Duzce–Bolu Earthquakes in Turkey." In Second Forensic Engineering Congress. 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, et al. "Empirical Attenuation Relationship Of Pga Based On 17 August 1999 Kocaeli And 12 November 1999 Duzce Earthquakes Data." In 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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