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Journal articles on the topic 'Erzincan Earthquake'

Author: Grafiati

Published: 28 July 2024

Last updated: 31 July 2025

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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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11

NEMUTLU, Ömer Faruk, İhsan GÜZEL, Bilal BALUN, Mitat ÖZTÜRK, and Ali SARI. "Nonlinear Seismic Assessment of Historical Masonry Karaz Bridge Under Different Ground Motion Records." Bitlis Eren Üniversitesi Fen Bilimleri Dergisi 12, no. 1 (2023): 247–60. http://dx.doi.org/10.17798/bitlisfen.1232008.

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The most significant artifacts that transfer the cultural heritage of past civilizations to the present are historical structures. Historical bridges are of great importance in terms of transportation, trade and architecture from past to present. Some of these structures have been destroyed by natural disasters or have suffered significant structural damage. Especially earthquakes cause damage to these structures. In this study, the earthquake behavior of the Historical Karaz Bridge was investigated. The structural elements of the bridge and the materials connecting the bearing elements were e

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12

Barka, Aykut, and Haluk Eyido?an. "The Erzincan earthquake of 13 March 1992 in Eastern Turkey." Terra Nova 5, no. 2 (1993): 190–94. http://dx.doi.org/10.1111/j.1365-3121.1993.tb00245.x.

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13

Lakusic, Stjepan. "Influence of earthquake angle on seismic performance of concrete highway bridges." Journal of the Croatian Association of Civil Engineers 75, no. 10 (2023): 1013–24. http://dx.doi.org/10.14256/jce.2256.2017.

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This study aims to evaluate the effect of earthquake angle on the seismic performance of a concrete highway bridge. As a numerical example, a twin prestressed concrete box-girder highway bridge was analysed using finite element methods. The bridge was subjected to the 1992 Erzincan earthquake ground accelerations in 19 directions with values ranging from 0° to 90° in 5-degree increments. To evaluate the effects of different earthquake angles on seismic performance, variations in the maximum displacements, internal forces and principal stresses on the bridge deck, columns, isolator and foundati

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14

Yalcin, A., C. Gokceoglu, and H. Sönmez. "Liquefaction severity map for Aksaray city center (Central Anatolia, Turkey)." Natural Hazards and Earth System Sciences 8, no. 4 (2008): 641–49. http://dx.doi.org/10.5194/nhess-8-641-2008.

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Abstract. Turkey having a long history of large earthquakes have been subjected to progressive adjacent earthquakes. Starting in 1939, the North Anatolian Fault Zone (NAFZ) produced a sequence of major earthquakes, of which the Mw 7.4 earthquake that struck western Turkey on 17 August 1999. Following the Erzincan earthquake in 1992, the soil liquefaction has been crucial important in the agenda of Turkey. Soil liquefaction was also observed widely during the Marmara and the Düzce Earthquake in 1999 (Sönmez, 2003). Aksaray city center locates in the central part of Turkey and the Tuzgolu Fault

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15

Nalbant, Süleyman S., A. Aykut Barka, and Ömer Alptekin. "Failure stress change caused by the 1992 Erzincan Earthquake (Ms=6.8)." Geophysical Research Letters 23, no. 13 (1996): 1561–64. http://dx.doi.org/10.1029/96gl01323.

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16

Cancellara, Donato, and Mario Pasquino. "A New Passive Seismic Control Device for Protection of Structures under Anomalous Seismic Events." Applied Mechanics and Materials 82 (July 2011): 651–56. http://dx.doi.org/10.4028/www.scientific.net/amm.82.651.

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In this paper, the possibility offered by the Base Isolation System, designed according to the strategy of limitation seismic force, in order to ensure a significant level of robustness to the isolated superstructure, has been analyzed. In according to the strategy of limitation seismic force, a new seismic isolator called HDHSI (High Damping Hybrid Seismic Isolator) is proposed, obtained by the assembly in series of a LRB (Lead Rubber Bearing) and a FS (Friction Slider) with high friction coefficient. The HDHSI device is in contrast to the R-FBI (Resilient-Friction Base Isolation) isolator an

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17

Bernard, Pascal, Jean-Christophe Gariel, and Louis Dorbath. "Fault location and rupture kinematics of the magnitude 6.8, 1992 Erzincan earthquake, Turkey, from strong ground motion and regional records." Bulletin of the Seismological Society of America 87, no. 5 (1997): 1230–43. http://dx.doi.org/10.1785/bssa0870051230.

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Abstract The hypocenter location of the 13 March 1992, M = 6.9 Erzincan earthquake (Turkey) and its rupture kinematics have been studied using local and regional seismic records to understand its relationship with the tectonic activity of the Erzincan basin and of the North Anatolian fault (NAF). Regional records of the mainshock and the largest aftershocks were used to locate the respective epicenters. The mainshock S-P travel time delay and the P-wave polarization of the near-source accelerogram record in Erzincan (ERZ), calibrated by the aftershock records, constrain the mainshock hypocente

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18

Zhao, Jing-Jing, Qiang Chen, Ying-Hui Yang, and Qian Xu. "Coseismic Faulting Model and Post-Seismic Surface Motion of the 2023 Turkey–Syria Earthquake Doublet Revealed by InSAR and GPS Measurements." Remote Sensing 15, no. 13 (2023): 3327. http://dx.doi.org/10.3390/rs15133327.

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On 6 February 2023 (UTC), an earthquake doublet, consisting of the Mw 7.8 Pazarcik earthquake and the Mw 7.5 Elbistan earthquake, struck south-central Turkey and northwestern Syria, which was the largest earthquake that occurred in Turkey since the 1939 Erzincan earthquake. The faulting model of this earthquake was estimated based on the coseismic InSAR and GPS displacements. In addition, the best-fitting coseismic faulting model indicates that both the Pazarcik earthquake and the Elbistan earthquake were controlled by predominated left-lateral strike-slip motion, with slip peaks of 9.7 m and

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19

Trifonov, Vladimir G., M. Salih Bayractutan, Arkadiy S. Karakhanian, and Tamara P. Ivanova. "The Erzincan earthquake of 13 March 1992 in Eastern Turkey: tectonic aspects." Terra Nova 5, no. 2 (1993): 184–89. http://dx.doi.org/10.1111/j.1365-3121.1993.tb00244.x.

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20

Erdik, M., Ö. Yüzügüllü, C. Yilmaz, and N. Akkas. "13 March, 1992 (Ms=6·8) Erzincan earthquake: A preliminary reconnaissance report." Soil Dynamics and Earthquake Engineering 11, no. 5 (1992): 279–310. http://dx.doi.org/10.1016/0267-7261(92)90044-e.

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21

Fuenzalida, H., L. Dorbath, A. Cisternas, et al. "Mechanism of the 1992 Erzincan earthquake and its aftershocks, tectonics of the Erzincan Basin and decoupling on the North Anatolian Fault." Geophysical Journal International 129, no. 1 (1997): 1–28. http://dx.doi.org/10.1111/j.1365-246x.1997.tb00935.x.

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22

Kaypak, Bülent, and Haluk Eyidoğan. "One-dimensional crustal structure of the Erzincan basin, Eastern Turkey and relocations of the 1992 Erzincan earthquake (Ms=6.8) aftershock sequence." Physics of the Earth and Planetary Interiors 151, no. 1-2 (2005): 1–20. http://dx.doi.org/10.1016/j.pepi.2004.11.009.

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23

Comfort, Louise, Ali Tekin, Ernesto Pretto, Bulent Kirimli, and Derek Angus. "Time, Knowledge, and Action: The Effect of Trauma upon Community Capacity for Action." International Journal of Mass Emergencies & Disasters 16, no. 1 (1998): 74–91. http://dx.doi.org/10.1177/028072709801600104.

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This article explores the relationship between time, knowledge, and action under the urgent conditions of disaster. We inquire into the conditions under which a community is able to give timely response to a catastrophic event. Such events require interorganizational communication, coordination, and a shared knowledge base to support action. We report findings from an international, interdisciplinary study of medical response following the March 13, 1992, earthquake in Erzincan, Turkey. Data are presented from a survey of representative organizational actors who were engaged in disaster respon

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24

REVEL, JEAN PIERRE. "The Erzincan (Turkey) Earthquake, March 1992: Psychosocial Consequences and Search and Rescue Teams." Disasters 17, no. 1 (1993): 56–60. http://dx.doi.org/10.1111/j.1467-7717.1993.tb00488.x.

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25

Sevim, B. "Nonlinear earthquake behaviour of highway tunnels." Natural Hazards and Earth System Sciences 11, no. 10 (2011): 2755–63. http://dx.doi.org/10.5194/nhess-11-2755-2011.

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Abstract. This paper describes the Arhavi Highway Tunnel which has two tubes, its geometrical properties, finite element model, and the nonlinear earthquake behaviour under a huge ground motion considering soil-structure interaction. The Arhavi Highway Tunnel is one of the tallest tunnels constructed in the Black Sea region of Turkey as part of the Coast Road Project. The tunnel has two tubes and each of them is about 1000 m tall. In the study, the modal analyses of the tunnel considering soil-structure interaction are performed and natural frequencies and mode shapes are obtained. Then, nonli

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26

Svalova, V. B. "Earthquakes in Turkey and Syria in 2023 and geodynamics of the Caucasus-Anatolian region." Proceedings of higher educational establishments. Geology and Exploration, no. 3 (September 1, 2023): 28–41. http://dx.doi.org/10.32454/0016-7762-2023-65-3-28-41.

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Background. The intensification of natural disasters all over the world requires the development of new approaches to the study of geological processes. This particularly concerns the areas at the boundaries of lithospheric plates, which are characterized by earthquakes, increased seismicity, volcanism, intensive heat flows, geothermal manifestations, landslide processes, tsunamis, and other dangerous natural processes and hazards. The Caucasus-Anatolian-Arabian region is a complex highly-stressed geodynamic structure, characterized by an increased heat flow, seismicity, magmatism, and volcani

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27

Zekavati, Mehdi. "Finite element modeling of the influence of FRP techniques on the seismic behavior of an arch stone bridge of historical interest." Insight - Civil Engineering 7, no. 2 (2024): 619. http://dx.doi.org/10.18282/ice.v7i2.619.

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In this paper, a masonry bridge is simulated in order to assess both its structural and seismic vulnerability. Therefore, the present study aimed to approximately analyze the real behavior of Mikron Bridge structure. The modeling was conducted by combining the finite element method (FEM) and discrete element method (DEM) using the ABAQUS® software. By comparing the results of numerical and experimental modal analyses, the accuracy of simulation was verified. To simulate the seismic behavior of the Mikron Bridge, the component of Erzincan earthquake occurred in 1992 was used. The results extrac

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28

Zekavati, Mehdi. "Finite element modeling of the influence of FRP techniques on the seismic behavior of an arch stone bridge of historical interest." Insight - Civil Engineering 7, no. 2 (2024): 619. http://dx.doi.org/10.18282/ice619.

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In this paper, a masonry bridge is simulated in order to assess both its structural and seismic vulnerability. Therefore, the present study aimed to approximately analyze the real behavior of Mikron Bridge structure. The modeling was conducted by combining the finite element method (FEM) and discrete element method (DEM) using the ABAQUS® software. By comparing the results of numerical and experimental modal analyses, the accuracy of simulation was verified. To simulate the seismic behavior of the Mikron Bridge, the component of Erzincan earthquake occurred in 1992 was used. The results extrac

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29

Yilmaz, Aydemir-Karadag, and Erol. "Finding Optimal Depots and Routes in Sudden-Onset Disasters: An Earthquake Case for Erzincan." Transportation Journal 58, no. 3 (2019): 168. http://dx.doi.org/10.5325/transportationj.58.3.0168.

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30

SUCUOĞLU, HALUK, and ALTUĞ ERBERİK. "PERFORMANCE EVALUATION OF A THREE-STOREY UNREINFORCED MASONRY BUILDING DURING THE 1992 ERZİNCAN EARTHQUAKE." Earthquake Engineering & Structural Dynamics 26, no. 3 (1997): 319–36. http://dx.doi.org/10.1002/(sici)1096-9845(199703)26:3<319::aid-eqe645>3.0.co;2-c.

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31

Tatar, O., H. Temiz, S. Z. Tutkun, R. G. Park, and I. G. Stimpson. "Surface deformation and tectonic setting of the 13 March 1992 Erzincan earthquake, Eastern Turkey." Geological Journal 28, no. 3-4 (1993): 327–33. http://dx.doi.org/10.1002/gj.3350280311.

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32

Bayraktar, Alemdar, Kemal Haciefendioglu, and Murat Muvafik. "Asynchronous seismic analysis of concrete-faced rockfill dams including dam–reservoir interaction." Canadian Journal of Civil Engineering 32, no. 5 (2005): 940–47. http://dx.doi.org/10.1139/l05-055.

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Seismic response of concrete-faced rockfill (CFR) dams subjected to asynchronous base excitation is determined by considering dam–reservoir interaction. The equations of motion of the coupled system are obtained using the Lagrangian approach, and the surface sloshing motion is included in the finite element formulation. Torul dam constructed in the city, Gumushane, Turkey, is selected as a numerical example, and its material properties are considered in the analysis. The dam–reservoir interaction system is modelled using the Lagrangian (displacement-based) fluid and solid-quadrilateral-isopara

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33

Ulusu, İsmet. "Is Erzincan, Located on the North Anatolian Fault Zone, Which Produced the Biggest Earthquake in Turkey and the World, Ready for the Next Severe Earthquake?" Buildings 15, no. 11 (2025): 1884. https://doi.org/10.3390/buildings15111884.

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The main causes of damage include poor site selection, such as building on fault lines or on fill soil, as well as deficiencies in design, materials, and workmanship. Damage levels are also linked to the economic conditions of the region. In the 1939 earthquake, there were high casualties due to the magnitude of the earthquake, lack of engineering design in traditional structures and unsuitable soil conditions. Similarly, in the 1992 earthquake, unexpected damage occurred due to faulty designs created by inexperienced engineers who lacked sufficient knowledge of the seismic behavior of structu

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34

Pinar, A., Y. Honkura, and M. Kikuchi. "Rupture process of the 1992 Erzincan Earthquake and its implication for seismotectonics in eastern Turkey." Geophysical Research Letters 21, no. 18 (1994): 1971–74. http://dx.doi.org/10.1029/94gl01712.

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35

Aktar, M., C. Dorbath, and E. Arpat. "The seismic velocity and fault structure of the Erzincan basin, Turkey, using local earthquake tomography." Geophysical Journal International 156, no. 3 (2004): 497–505. http://dx.doi.org/10.1111/j.1365-246x.2004.02081.x.

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36

Grosser, H., M. Baumbach, H. Berckhemer, et al. "The Erzincan (Turkey) Earthquake (M s 6.8) of March 13, 1992 and its Aftershock Sequence." Pure and Applied Geophysics 152, no. 3 (1998): 465–505. http://dx.doi.org/10.1007/s000240050163.

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37

Angus, Derek C., Ernesto A. Pretto, Joel I. Abrams, et al. "Epidemiologic Assessment of Mortality, Building Collapse Pattern, and Medical Response after the 1992 Earthquake in Turkey." Prehospital and Disaster Medicine 12, no. 3 (1997): 49–58. http://dx.doi.org/10.1017/s1049023x0003764x.

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AbstractBackground:Post-earthquake engineering and epidemiologic assessments are important for the development of injury prevention strategies. This paper describes mortality and its relationship to building collapse patterns and initial medical responses following the 1992 earthquake in Erzincan, Turkey.Methods:The study consisted of: 1) background data collection and review; 2) design and implementation of a field survey; and 3) site inspection of building collapse patterns. The survey included: 1) national (n = 11) and local (n = 17) officials; 2) medical and search and rescue (SAR) workers

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38

Altunişik, A. C. "Dynamic response of masonry minarets strengthened with Fiber Reinforced Polymer (FRP) composites." Natural Hazards and Earth System Sciences 11, no. 7 (2011): 2011–19. http://dx.doi.org/10.5194/nhess-11-2011-2011.

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Abstract. Engineering structures strengthened with FRP composites are gaining popularity, and there is a growing need to understand and compare the behavior of these structures before/after FRP composite strengthening. In this paper, it is aimed to determine the dynamic response of masonry minarets before/after FRP composite strengthening. An Iskenderpaşa historical masonry minaret dating back to XVI century with a height of 21 m located in Trabzon, Turkey was selected as an application. Firstly, 3-D finite element model of the minaret was constituted using ANSYS software. Then, an analytical

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39

Valentina, Svalova. "Geodynamics of the Caucasus – Anatolian-Arabian region and Turkey-Syria Earthquakes 2023." Journal of Basic & Applied Sciences 19 (May 2, 2023): 40–59. http://dx.doi.org/10.29169/1927-5129.2023.19.04.

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The activation of natural disasters in the world requires the development of new approaches to the study of geological processes, in particular, at the boundaries of lithospheric plates, characterized by earthquakes, increased seismicity, volcanism, landslide processes, tsunamis and other dangerous natural processes and hazards. Earthquake of M 7.8 struck south -eastern Turkey and north - western Syria on 6 February 2023. The M 7.8 earthquake is the largest in Turkey since the 1939 Erzincan earthquake, and the second-strongest recorded in the country, after the 1668 North Anatolia earthquake.

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40

Berge, Catherine, André Herrero, Pascal Bernard, Myriam Bour, and Pascal Dominique. "The Spectral Source Model: A Tool for Deterministic and Probabilistic Seismic Hazard Assessment." Earthquake Spectra 14, no. 1 (1998): 35–57. http://dx.doi.org/10.1193/1.1585987.

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Seismic-hazard assessment at small scales requires the computation of realistic broad-band accelerograms near the sources. Methods that use only natural records are often limited because of the limited data set. Among recently developed methods for source modelling, the spectral-source model, based on the k−2 dislocation distribution seems particularly promising as it enables computation of synthetics for any source-receiver distance and directivity configuration. The spectral model takes into account important source characteristics, such as stress drop and directivity effects predicting acce

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41

İlhan, TEKELİ. "Antakya'nın Deprem Sonrası Kent Planlaması İçin Bir Strateji Önerisi (A Strategy For Post-Earthquake Urban Planning in Antakya)." Sketch: Journal of City and Regional Planning 05, no. 01 (2023): 96–105. https://doi.org/10.5281/zenodo.8210544.

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Türkiye bir deprem ülkesi, 1939 yılında yaşanan 7,9 büyüklüğündeki Erzincan depremi sonrasından günümüze kadar, 7 büyüklüğünün üzerinde 16 deprem daha yaşadık. Bunlardan son ikisi 6 Şubat 2023’te Kahramanmaraş Pazarcık ve Elbistan ilçelerinde gerçekleşti. Bölgenin çok sayıdaki kentinde, büyük sayıda bina yıkımları ve can kayıpları yaşandı. Türkiye şimdi yaralarını sarmaya çalışıyor. 1999 Kocaeli ve Düzce depremlerinden sonra Türkiye’de deprem sorunu k

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42

Cancellara, Donato, Fabio de Angelis, and Mario Pasquino. "A Novel Seismic Base Isolation System Consisting of a Lead Rubber Bearing in Series with a Friction Slider. Part II: Application to a Multi-Storey RC Building and Comparison with Traditional Systems." Applied Mechanics and Materials 256-259 (December 2012): 2174–84. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.2174.

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In a parallel paper a new High Damping Hybrid Seismic Isolator (HDHSI) has been proposed and obtained by the assembly in series of a Lead Rubber Bearing (LRB) and a Friction Slider (FS) characterized by a high friction coefficient. In the present paper, within the context of seismic base isolation techniques for the earthquake resistance of Reinforced Concrete (RC) buildings, a multi-storey RC building is analyzed as base isolated by the seismic isolator HDHSI (High Damping Hybrid Seismic Isolator). The seismic response of this base isolated RC building is compared with the seismic response of

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Sevim, B. "The effect of material properties on the seismic performance of Arch Dams." Natural Hazards and Earth System Sciences 11, no. 8 (2011): 2253–61. http://dx.doi.org/10.5194/nhess-11-2253-2011.

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Abstract. The paper investigates the effect of material properties on the seismic performance of arch dam-reservoir-foundation interaction systems based on the Lagrangian approach using demand-capacity ratios. Type-5 arch dam is selected as a numerical application. The linear time history analyses of the arch dam-reservoir-foundation interaction system are carried out for different material properties. The foundation is taken into account as massless; behaviour of the reservoir is assumed to be linearly elastic, inviscid and irrotational. The north-south component of the Erzincan earthquake in

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Karimzadeh, Shaghayegh, Amirhossein Mohammadi, Sayed Mohammad Sajad Hussaini, Daniel Caicedo, Aysegul Askan, and Paulo B. Lourenço. "ANN-based ground motion model for Turkey using stochastic simulation of earthquakes." Geophysical Journal International 236, no. 1 (2023): 413–29. https://doi.org/10.1093/gji/ggad432.

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Turkey is characterized by a high level of seismic activity attributed to its complex tectonic structure. The country has a dense network to record earthquake ground motions; however, to study previous earthquakes and to account for potential future ones, ground motion simulations are required. Ground motion simulation techniques offer an alternative means of generating region-specific time-series data for locations with limited seismic networks or regions with seismic data gaps, facilitating the study of potential catastrophic earthquakes. In this research, a local ground motion model (GMM) f

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Gürsoy, Halil, Orhan Tatar, Zafer Akpınar, Ali Polat, Levent Mesci, and Doğan Tunçer. "New observations on the 1939 Erzincan Earthquake surface rupture on the Kelkit Valley segment of the North Anatolian Fault Zone, Turkey." Journal of Geodynamics 65 (April 2013): 259–71. http://dx.doi.org/10.1016/j.jog.2012.06.002.

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Karimzadeh, Shaghayegh, and Aysegul Askan. "Modeling of a historical earthquake in Erzincan, Turkey (Ms~7.8, in 1939) using regional seismological information obtained from a recent event." Acta Geophysica 66, no. 3 (2018): 293–304. http://dx.doi.org/10.1007/s11600-018-0147-9.

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Askan, Aysegul, F. Nurten Sisman, and Beliz Ugurhan. "Stochastic strong ground motion simulations in sparsely-monitored regions: A validation and sensitivity study on the 13 March 1992 Erzincan (Turkey) earthquake." Soil Dynamics and Earthquake Engineering 55 (December 2013): 170–81. http://dx.doi.org/10.1016/j.soildyn.2013.09.014.

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Kulkarni, Shantanu, and M. V. Waghmare. "Effectiveness of Lateral Load Resisting Systems for Open Ground+20 Storied RC Framed Structure." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 4284–92. http://dx.doi.org/10.22214/ijraset.2022.45970.

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Abstract: In a highly populated country like India, problem of parking of the vehicles arises, this problem leaves no option for design of open ground storey buildings. Since there are no infill walls in ground storey, stiffness in the upper storey is much more than the ground storey. The columns in the ground storey are heavily stressed, therefore it is required that the ground storey columns must have sufficient strength and adequate ductility, the increased base shear is resisted entirely by the columns of ground storey only. These buildings are vulnerable due to the sudden lowering of stif

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Akinci, A. "High-Frequency Ground Motion in the Erzincan Region, Turkey: Inferences from Small Earthquakes." Bulletin of the Seismological Society of America 91, no. 6 (2001): 1446–55. http://dx.doi.org/10.1785/0120010125.

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ÖZALP, Mehmet Fatih, Hakan ARSLAN, and Nuray ÖZKARACA ÖZALP. "Investigation of the Effects of Disasters on the Development of Urban Form." Proceedings of the International Conference of Contemporary Affairs in Architecture and Urbanism-ICCAUA 7, no. 1 (2024): 868–84. http://dx.doi.org/10.38027/iccaua2024tr0003.

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Cities are in a dynamic structure that is in a constant process of change and transformation. In the process of changeand transformation, while cities grow by developing in various ways, their morphological structures also change. Inthis process, various natural disasters (earthquakes, floods, and flood, etc.) affect the changes in the cities and shapethe morphology of the cities to a great extent. Especially natural disasters that occur in urban centers can causesudden changes in the development of urban forms. This study, it is aimed to examine the spatial developments ofdisaster cities and

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