Relevant bibliographies by topics / Erzincan Earthquake

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Academic literature on the topic 'Erzincan Earthquake'

Author: Grafiati
Published: 28 July 2024
Last updated: 31 July 2025

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Journal articles on the topic "Erzincan Earthquake"

1

Saatcioglu, Murat, and Michel Bruneau. "Performance of structures during the 1992 Erzincan earthquake." Canadian Journal of Civil Engineering 20, no. 2 (1993): 305–25. http://dx.doi.org/10.1139/l93-035.

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A large number of engineered buildings were severely damaged and collapsed during the Richter magnitude 6.8 earth quake that struck Erzincan, Turkey, on March 13, 1992. The building inventory of the city contained structures similar to those built worldwide at the time of their construction. The study of the effects of this earthquake on structures is of particular significance to Canada, since an earthquake of approximately the same magnitude is likely to occur in many parts of the country, where similar structural systems are used. This paper reports on the findings of a 4-day reconnaissance
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2

Hencher, S. R., and I. A. Acar. "The Erzincan Earthquake, Friday, 13 March 1992." Quarterly Journal of Engineering Geology and Hydrogeology 28, no. 4 (1995): 313–16. http://dx.doi.org/10.1144/gsl.qjegh.1995.028.p4.01.

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3

Malley, James O., Mehmet Celebi, Michel Bruneau, Murat Saaticioglu, Mustafa Erdik, and Polat Gulkan. "Buildings." Earthquake Spectra 9, no. 1_suppl (1993): 49–85. http://dx.doi.org/10.1193/1.1585751.

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The performance of building structures in the March 13, 1992 Erzincan, Turkey, earthquake caused considerable loss of life and property. Studying the reasons for both the good and poor performance of the buildings affected by this earthquake adds to the knowledge base used to improve the seismic resistance of these structures.
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4

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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5

KARANCI, A. NURAY, and AHMET RÜSTEMLI. "Psychological Consequences of the 1992 Erzincan (Turkey) Earthquake." Disasters 19, no. 1 (1995): 8–18. http://dx.doi.org/10.1111/j.1467-7717.1995.tb00328.x.

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6

Serdar, Ahmet Hamdi. "Design and Cost Comparison of Reinforced Concrete Structures Modeled according to TBDY 2018 in terms of Earthquake Soil Motion." Academic Platform Journal of Natural Hazards and Disaster Management 6, no. 1 (2025): 57–68. https://doi.org/10.52114/apjhad.1493014.

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Our country is located in an active seismic zone and has therefore been subjected to large-scale earthquakes with a long historical record. Significant past earthquakes have resulted in fatalities and structural damage. For instance, events such as the 1939 Erzincan Earthquake, the 1943 Samsun Earthquake, and the 1999 Kocaeli Earthquake have deeply affected the country. However, the two earthquakes on February 6, 2023, have been recorded as the largest earthquakes in the last century. These earthquakes occurred on the East Anatolian Fault and directly affected 11 cities. In terms of loss of li
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7

Celebi, Mehmet. "Earthquake Code for Design and Construction." Earthquake Spectra 9, no. 1_suppl (1993): 43–48. http://dx.doi.org/10.1193/1.1585750.

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The first earthquake code in Turkey was enacted in 1944. Revisions were issued in 1949, 1953, 1961, 1968 and 1975. At the time of March 13, 1992 Erzincan earthquake, the seismic resistant design code in effect was the code adopted in 1975, Specifications for Structures to be Built in Disaster Areas. The code has provisions for other disasters—avalanches, landslides, floods, and fire—in addition to earthquakes. The code was prepared under the auspices of and issued by the General Directorate of Disaster Affairs of the Ministry of Public Works and Settlement (formerly Ministry of Reconstruction
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8

Otani, Shunsuke. "RC Building Damage Statistics and SDF Response with Design Seismic Forces." Earthquake Spectra 15, no. 3 (1999): 485–501. http://dx.doi.org/10.1193/1.1586054.

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This paper introduces the damage statistics of reinforced concrete buildings after the 1985 Mexico earthquake, the 1990 Ruzon (Philippines) earthquake, the 1992 Erzincan (Turkey) earthquake, and the 1995 Hyogo-ken Nanbu (Kobe) earthquake. These data were obtained in severely damaged areas in each earthquake through the inventory damage investigation of the Architectural Institute of Japan teams. The damage statistics indicated severer damage in taller buildings and significantly less damage in low-rise buildings. A series of nonlinear single-degree-of-freedom systems having minimum code requir
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9

Bayrak, Erdem. "The Ground-Motion Attenuation Comparison: A case study for the 2017/05/11 Askale earthquake (Mw4.7)." Brilliant Engineering 1, no. 3 (2020): 22–26. http://dx.doi.org/10.36937/ben.2020.003.004.

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Turkey is located on the Mediterranean-Himalayan seismic belt, which is the second largest earthquake zone in the world. Due to the fact that Erzurum basin is located in the Eastern Anatolia Region, it has a very complex structure in terms of its geological, tectonic and morphological features. Erzurum has been affected by destructive earthquakes throughout history. Some of these are Erzincan earthquake (26 December 1939), Horasan-Narman earthquake (30 October 1983), Spitak-Armenia earthquake (7 December 1988). In this study, the acceleration data of Erzurum-Aşkale (Mw=4.7) was used in order t
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10

Barka, Aykut. "Slip distribution along the North Anatolian fault associated with the large earthquakes of the period 1939 to 1967." Bulletin of the Seismological Society of America 86, no. 5 (1996): 1238–54. http://dx.doi.org/10.1785/bssa0860051238.

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Abstract Between 1939 and 1967, six large fault ruptures formed a westward-migrating sequence of events along a 900-km-long nearly continuous portion of the North Anatolian fault. For these events—the 1939 Erzincan, 1942 Niksar-Erbaa, 1943 Tosya, 1944 Bolu-Gerede, 1957 Abant, and 1967 Mudurnu Valley earthquakes—I have compiled a record of dextral slip, which contains nearly 100 points. These data indicate that the amount of slip is irregularly distributed along the 1939 to 1967 rupture zone. The maximum slip, 7.5 m, occurred during the 1939 earthquake in the eastern 150 km of the 900-km-long r
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Books on the topic "Erzincan Earthquake"

1

Yavuz, Erdem. 1939 depremi: Erzincan ve bölgeye etkisi. Arı Sanat, 2017.

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2

Uğur, Ersoy, Sucuoğlu Haluk, and Tokyay Mustafa, eds. 13 Mart 1992 Erzincan depremi mühendislik raporu. TMMOB İnşaat Mühendisleri Odası Ankara Şubesi, 1992.

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3

O, Malley James, Tubbesing Susan, Shea Gail H, and Earthquake Engineering Research Institute, eds. Erzincan, Turkey earthquake of March 13, 1992: Reconnaissance report. Earthquake Engineering Research Institute, 1993.

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4

EEFIT. The Erzincan, Turkey earthquake of 13 March 1992: A field report. EEFIT, 1993.

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5

Williams, M. S., ed. The Erzincan, Turkey Earthquake of 13 March 1992: A field report by EEFIT. T. Telford, 1993.

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6

Birand, Altay. Türkiye'nin afet sorunlarına genel bakış ve Erzincan depremi uygulaması =: A general view of the Turkey's problems related to disaster affairs and case of disaster intervention, Erzincan earthquake. Türkiye Deprem Vakfı, 2001.

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7

Fikret, Çuhadaroğlu, Kara Ruhi, and Ustaoğlu Engin, eds. Deprem ve Erzincan Vilayeti: 13 Mart 1992 Erzincan depreminin öncesi, deprem olayı ve sonrası ile ilgili inceleme. T.C. Erzincan Valiliği, 1992.

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8

Koutēs, Giannēs, and Giōrgos Salakoudēs. Poleis tēs Mesogeiou meta apo seismous: Erzincan, Marmara (Tourkia), Zakynthos, Kalamata, Korinthos, Athēna (Nea Erythraia, Kēphisia, Mon Parnes), Skopia, Kōnstantinoupolē, Chios, Kōs, Hierissos, Santorinē, Volos, Thessalonikē, Grevena, Kozanē (Dytikē Makedonia). Dēmotiko Kentro Historias kai Tekmēriōsēs Volou, 2007.

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9

Erzincan Turkey Earthquake Reconnaissance Report. Earthquake Engineering Research, 1993.

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10

13 Mart 1992 Ercincan [i.e. Erzincan] depremi hasar analizi ve Türkiye'de deprem sorunu. Yıldız Teknik Üniversitesi Basım-Yayın Merkezi, 1999.

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Book chapters on the topic "Erzincan Earthquake"

1

Gülkan, P. "An Engineering Field Reconnaissance Report on the Erzincan Earthquake of 13 March 1992." In Comprehensive Approach to Earthquake Disaster Mitigation. Vieweg+Teubner Verlag, 1993. http://dx.doi.org/10.1007/978-3-322-85461-2_12.

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2

Mitford, Timothy Bruce. "Per Ripam to Erzincan and Satala." In Discovering Rome's Eastern Frontier. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780192843425.003.0011.

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Description of the route along the deep Euphrates trench, by Analiba, Sinervas, Carsaga, and Arauraca, to Erzincan (Suisa), destroyed in the 1939 earthquake; and continuation over the Sipikör pass (7,870 feet) to the fortress of Satala. Kemah, and routes to the Dersim and Harput.
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3

Erkan, Burcak Basbug. "Disaster Risk Management in Turkey." In A Companion to Modern Turkey's Centennial. Edinburgh University Press, 2023. http://dx.doi.org/10.3366/edinburgh/9781474492515.003.0043.

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The 1992 Erzincan earthquake was the first event for which the Turkish government approached the World Bank and asked for a loan for the recovery process. This long-term, low-interest credit loan borrowing from a multilateral institution was extended to flood recovery after the devastating 1998 Western Black Sea flood. History repeated itself in 2021 in the Western Black Sea region with a severe flood occurrence. Following the devastating impact of the 1999 Marmara earthquake, there was a paradigm shift from disaster management to disaster risk management in Turkey. There have been new laws in
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Conference papers on the topic "Erzincan Earthquake"

1

Yanik, Arcan, Unal Aldemir, and Mehmet Bakioglu. "Time Delay Consideration on a New Active Control Algorithm." In ASME 2015 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/detc2015-46091.

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In the area of active control of structures, time delay consideration is an important parameter which must be taken into consideration for realistic numerical models. In this research, the performance of a new active control algorithm for several time delays under two different earthquake excitations was investigated numerically. The proposed performance index does not require a priori knowledge of seismic input and the solution of the nonlinear matrix Riccati equation to apply the control forces [1,2]. The proposed control introduces the seismic energy term into the performance index so that
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Journal articles
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