• Earthquakes and Structures
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• 제3권1호
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• pp.83-95
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• 2012

Seismic damage and vulnerability of five historical masonry structures surveyed after the 1999 Kocaeli and Duzce, Turkey earthquakes are discussed in this paper. The structures are located in two neighboring cities that have been struck by five very large ($M_s{\geq}7.0$) earthquakes during the $20^{th}$ century alone. Older masonry mosques with arches and domes and their masonry minarets (slender towers) were among the most affected structures in this highly seismic region. While some of the religious and historical structures had virtually no damage, most structures suffered significant damage or collapsed. In the city of Bolu, for example, approximately 600-year-old Imaret, 500-year-old Kadi, 250-year-old Sarachane, and 100-year-old Yildirim Bayezid mosques suffered substantial structural damage after the 1999 earthquakes. Another historical mosque surveyed in Duzce partially collapsed. Most common factors contributing to deterioration of historical structures are also presented. Furthermore, a brief overview of issues associated with analysis and modeling of historical masonry structures is provided.

• 한국지진공학회논문집
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• 제25권2호
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• pp.59-69
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• 2021

Historical records of earthquakes are generally used as a basis to extrapolate the instrumental earthquake catalog in time and space during the probabilistic seismic hazard analysis (PSHA). However, the historical catalogs' input parameters determined through historical descriptions rather than any quantitative measurements are accompanied by considerable uncertainty in PSHA. Therefore, quantitative assessment to verify the historical earthquake parameters is essential for refining the reliability of PSHA. This study presents an approach and its application to constrain reliable ranges of the magnitude and corresponding epicenter of historical earthquakes. First, ranges rather than specific values of ground motion intensities are estimated at multiple locations with distances between each other for selected historical earthquakes by reviewing observed co-seismic natural phenomena, structural damage levels, or felt areas described in their historical records. Based on specific objective criteria, this study selects only one earthquake (July 24, 1643), which is potentially one of the largest historical earthquakes. Then, ground motion simulations are performed for sufficiently broadly distributed epicenters, with a regular grid to prevent one from relying on strong assumptions. Calculated peak ground accelerations and velocities in areas with the historical descriptions on corresponding earthquakes are converted to intensities with an empirical ground motion-intensity conversion equation to compare them with historical descriptions. For the ground motion simulation, ground motion prediction equations and a frequency-wavenumber method are used to consider the effects of possible source mechanisms and stress drop. From these quantitative calculations, reliable ranges of epicenters and magnitudes and the trade-off between them are inferred for the earthquake that can conservatively match the upper and lower boundaries of intensity values from historical descriptions.

• Earthquakes and Structures
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• 제24권5호
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• pp.377-391
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• 2023

The high seismic risk has once again revealed in Türkiye with two major earthquakes that occurred on 06.02.2023, which took its place among the most destructive earthquakes in the last century. Totally, 65 earthquakes that occurred in the historical period in Türkiye were taken into account within the scope of this study. The seismic parameters were compared by considering the last two earthquake hazard maps for the epicenters of these earthquakes. Earthquake Intensity (I) of historical earthquakes were converted to Peak Ground Acceleration (PGA) by using suggested relations. Structural analyzes were performed for a sample reinforced-concrete building by using the obtained PGA's and predicted PGA's in the last two earthquake hazard maps. In the structural analysis, two different material groups such as low (C12-S220) and normal (C25-S420) were selected. As the material strength increased, the period value decreased, while the seismic capacity and stiffness increased. It has been determined that there are differences between the measured and proposed seismic risks for some earthquakes, and as a result, there are significant differences between the expected target displacement values from the structures. Therefore, it will not be possible to estimate the damage and to determine the building performance realistically. The main purpose of the study is to reveal whether the earthquake risk is adequately represented on seismic and structural parameters.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2000년도 가을 학술발표회논문집
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• pp.323-330
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• 2000

Three historical earthquake catalogues were compared with each other in the view of frequency of events per century, cumulative magnitude distribution, and annual earthquake occurrence rate in each unit grid of 0.1°by 0.1°. And, a method to determine earthquake epicenters and magnitudes was proposed given the historical earthquake data. With this method, the epicenters and magnitudes of future earthquakes in Korean penninsula for 1,000 years were generated with each earthquake catalogue. Earthquake PGAs with 10% exceedance probability in Seoul were calculated for each catalogue and compared.

• 지질공학
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• 제5권3호
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• pp.309-329
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• 1995

역사지진 카탈로그 즉, 1960년대 전과 이후 1995년까지의 지진관측을 이용하여 한반도의 지진활동과 응력상태가 연구되었다. 이씨왕조의 처음 1400-1600년대의 200년동안 역사지진 카탈로그는 크게 완성되었다. 그후부터 카탈로그는 거의 강진만 완성하는데 주력했다. 강진분포를 볼때 한반도 지진대는 서울-평양 지진대, 남부지진대, 그리고 북부지진대로 나눌 수 있다. 이들 강진의 초동 메카니즘은 그리드 테스팅 방법(grid testing method)에 의해서 재분석되었다. 지진메카니즘 결과는 압축방향이 동서방향을 따라서 수평으로 놓여 있음을 발견했다.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2005년도 공동학술대회 논문집
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• pp.93-101
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• 2005

본 연구에서는 지진 예지 연구를 위하여 한반도에서 발생한 MMI 진도가 VIII 보다 큰 역사 지진들의 전진들에 대하여 지진활동도의 변화를 분석하였다. 한반도에서의 강진에 대하여 13년의 전진기간과 진앙을 중심으로 위도 $1.1^{\circ}$, 경도 $1.1^{\circ}$ 크기의 사각형 모양의 전진범위를 가정했을 경우 가장 안정적인 전진들의 b값을 도출할 수 있었다. 이 전진기간과 전진범위에 의해 결정된 11개의 MMI 진도 VIII 이상의 강진의 전체 전진들에 대한 b값은 전체 역사지진의 b값인 0.36에 비해 확연히 작은 0.27로 결정되었다. 또한 강진 발생을 앞두고 작은 b값을 가지는 지진들이 강진의 진앙 근처에서 집중적으로 발생하였다. 본 연구를 통해 십 수 년 동안의 b값의 변화를 자세히 관찰함으로써 강진의 예지가 가능하다는 것이 확인되었다.

• 지구물리
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• 제8권3호
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• pp.115-121
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• 2005

본 연구에서는 지진 예지 연구를 위하여 한반도에서 발생한 MMI 진도가 VIII 보다 큰 역사 지진들의 전진들에 대하여 지진활동도의 변화를 분석하였다. 한반도에서의 강진에 대하여 13년의 전진기간과 진앙을 중심으로 위도 1.1o, 경도 1.1o 크기의 사각형 모양의 전진범위를 가정했을 경우 가장 안정적인 전진들의 b값을 도출할 수 있었다. 이 전진기간과 전진범위에 의해 결정된 11개의 MMI 진도 VIII 이상의 강진의 전체 전진들에 대한 b값은 전체 역사지진의 b값인 0.36에 비해 확연히 작은 0.27로 결정되었다. 또한 강진 발생을 앞두고 작은 b값을 가지는 지진들이 강진의 진앙 근처에서 집중적으로 발생하였다. 본 연구를 통해 십 수 년 동안의 b값의 변화를 자세히 관찰함으로써 강진의 예지가 가능하다는 것이 확인되었다.

• Earthquakes and Structures
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• 제6권5호
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• pp.457-472
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• 2014

The paper presents the field investigations and seismic analyses of a historical masonry brick minaret damaged during October 23 (Erciş) and November 9 (Edremit), 2011 Van earthquakes in Turkey. Ulu Mosque Minaret located on Tebriz Kap1 Street in the city centre of Van, Turkey is selected for investigation. Two earthquakes hit the minaret within seventeen days, causing progressive damage. It was seen from the field investigations that the minaret was heavily damaged. To validate the field investigations, three dimensional finite element model of the minaret is constituted by ANSYS software using relievo drawings. Finite element model of the minaret is analyzed under the Van earthquake records to determine the seismic behavior. The displacements, maximum and minimum principal stresses and strains are obtained from the analyses and compared with field observations.

• Earthquakes and Structures
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• 제16권4호
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• pp.501-512
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• 2019

In this study, seismic vulnerability assessment and seismic isolation retrofit of Bayburt Yakutiye Mosque is investigated. Bayburt Yakutiye Mosque was built in the early 19th century at about 30-meter distance to Coruh river in the center of Bayburt in Turkey. The walls of historical masonry structure were built with regional white and yellow stones and the domes of the mosque was built with masonry bricks. This study is completed in four basic phases. In first phase, experimental determination of the regional white stone used in the historical structure are investigated to determine mechanical properties as modulus of elasticity, poison ratio and compression strengths etc. The required information of the other materials such as masonry brick and the regional yellow stone are obtained from literature studies. In the second phase, three dimensional finite element model (FEM) of the historical masonry structure is prepared with 4738 shell elements and 24789 solid elements in SAP2000 software. In third phase, the vulnerability assessment of the historical mosque is researched under seismic loading such as Erzincan (13 March 1992), Kocaeli (17 August 1999) and Van (23 November 2011) earthquakes. In this phase, the locations where damage can occur are determined. In the final phase, rubber base isolators for seismic isolation retrofit is used in the macro model of historical masonry mosque to prevent the damage risk. The results of all analyses are comparatively evaluated in details and presented in tables and graphs. The results show that the application of rubber base isolators can prevent to occur the destructive effect of earthquakes.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2001년도 춘계학술대회 논문집
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• pp.461-467
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• 2001

Shaking table tests were performed with full scale models of stone parapet on the ancient rampart. The objectives of these tests are to study the seismic behavior of the parapet and to obtain quantitative estimation of the intensities of historical earthquakes. Two test models were made based on the structure of the parapet remnant of a mountain fortress in Bukhan-San located in Seoul. Two types of infilling material are considered. The responses to models were tested subjected to three kinds of input motion.