• Title/Summary/Keyword: 2016 Gyeongju earthquake

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Numerical Study on Seismic Behavior of a Three-Story RC Shear Wall Structure (3층 전단벽 구조물의 지진응답에 관한 수치해석)

  • Park, Dawon;Choi, Youngjun;Hong, Jung-Wuk
    • Journal of the Earthquake Engineering Society of Korea
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    • v.25 no.3
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    • pp.111-119
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    • 2021
  • A shear wall is a structural member designed to effectively resist in-plane lateral forces, such as strong winds and earthquakes. Due to its efficiency and stability, shear walls are often installed in residential buildings and essential facilities such as nuclear power plants. In this research, to predict the results of the shaking table test of the three-story shear wall RC structure hosted by the Korea Atomic Energy Research Institute, three types of numerical modeling techniques are proposed: Preliminary, Calibrated 1, and Calibrated 2 models, in order of improvement. For the proposed models, an earthquake of the 2016 Gyeongju, South Korea (peak ground acceleration of 0.28 g) and its amplified earthquake (peak ground acceleration of 0.50 g) are input. The response spectra of the measuring points are obtained by numerical analysis. Good agreement is observed in the comparisons between the experiment results and the simulation conducted on the finally adopted numerical model, Calibrated 2. In the process of improving the model, this paper investigates the influences of the mode shape, material properties, and boundary conditions on the structure's seismic behavior.

Quasi-Static and Shaking Table Tests of Precast Concrete Structures Utilizing Clamped Mechanical Splice (가압고정 기계적이음을 활용한 프리캐스트 콘크리트 구조물의 준정적 및 진동대 실험)

  • Sung, Han Suk;Ahn, Seong Ryong;Park, Si Young;Kang, Thomas H.-K.
    • Journal of the Earthquake Engineering Society of Korea
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    • v.27 no.1
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    • pp.37-47
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    • 2023
  • A new clamped mechanical splice system was proposed to develop structural performance and constructability for precast concrete connections. The proposed mechanical splice resists external loading immediately after the engagement. The mechanical splices applicable for both large-scale rebars for plants and small-scale rebars for buildings were developed with the same design concept. Quasi-static lateral cyclic loading tests were conducted with reinforced and precast concrete members to verify the seismic performance. Also, shaking table tests with three types of seismic wave excitation, 1) random wave with white noise, 2) the 2016 Gyeongju earthquake, and 3) the 1999 Chi-Chi earthquake, were conducted to confirm the dynamic performance. All tests were performed with real-scale concrete specimens. Sensors measured the lateral load, acceleration, displacement, crack pattern, and secant system stiffness, and energy dissipation was determined by lateral load-displacement relation. As a result, the precast specimen provided the emulative performance with RC. In the shaking table tests, PC frames' maximum acceleration and displacement response were amplified 1.57 - 2.85 and 2.20 - 2.92 times compared to the ground motions. The precast specimens utilizing clamped mechanical splice showed ductile behavior with energy dissipation capacity against strong motion earthquakes.

Analysis of Earthquake Disaster Area in Gyeongju-si based on Spatial Data (공간정보기반 경주 지진 피해지역 현황분석)

  • Cho, Myeong-Heum;Kim, Mi-Song;Park, Jin-Yi;Lim, Jung-Tak;Park, Young-Jin
    • Proceedings of the Korean Society of Disaster Information Conference
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    • 2016.11a
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    • pp.240-241
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    • 2016
  • 본 논문에서는 지난 9월 12일에 한반도 관측 이래 최대 규모 5.8 지진이 발생한 경주 피해현황 대장(엑셀)을 지자체로부터 제공받아 피해현황에 대해 공간분석을 실시하였다. 현황정보를 기반으로 지진피해 주소 데이터를 기반으로 지오코딩을 수행하였으며 약 5,906건(95.6%)에 대한 속성정보를 공간정보화 하였다. 지질도 및 단층정보로 구축한 공간DB를 중첩 분석하여, 시각화된 지진피해 현황 결과를 제시하였다. 마지막으로 지진피해지역의 특징 및 현황 분석이 일차적으로 이루어져야 하며, 향후 지진피해 데이터 및 공간분석을 기반으로 지진 발생시 피해가 예상되는 지역에 대해 예측하는 모델링 및 시스템 고도화를 추진해야 할 것이다.

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An Analysis of Intensity Attenuation Characteristics by Physics-based Strong Ground-Motion Simulation (물리적 지진모델링 기반 강지진동 모사를 통한 진도 감쇠 특성 분석)

  • Kim, Su-Kyong;Song, Seok Goo;Kyung, Jai Bok
    • Journal of the Korean earth science society
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    • v.40 no.1
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    • pp.56-67
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    • 2019
  • In this study, we analyzed the intensity attenuation for M 6.0, 6.5, and 7.0 earthquakes using the broadband strong ground motion simulation platform based on the physical seismic modeling developed by the US Southern California Earthquake Center (SCEC). The location of the earthquake was assumed to be near the epicenter of the 2016 M 5.8 Gyeongju earthquake, but two of the representative US regional models provided by the SCEC strong ground motion simulation platform were used for the propagation model. One is the Central and Eastern United States (CEUS) model representing the intraplate region, and the other is the LA Basin model representing the interplate region. Five modeling methodologies are presented in the version 16.5 of the simulation platform, and Song and Exsim models were used in this study. In the analysis, we found that different intensity attenuation patterns can be observed with the same magnitude of earthquakes, especially depending on the region (CEUS vs LA Basin). Given the same magnitude and distance, the instrumental intensity in the CEUS region (intraplate) could be larger by a unit of 2 than that in the LA Basin region (interplate). Given the difference of intensity attenuation patterns observed in the study, it is important to know the regional intensity attenuation characteristics to understand the accurate level of seismic hazard imposed in the Korean Peninsula. This study also shows the level of the uncertainty of intensity attenuation if region specific attenuation characteristics are not considered.

Distribution of Fault-related Landforms and Lineaments Along the Ulsan Fault Zone (울산단층대 주변의 단층 지형 및 선구조 분포)

  • Lee, Gwang-Ryul;Park, Chung-Sun;Shin, Jae-Ryul
    • Journal of The Geomorphological Association of Korea
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    • v.25 no.3
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    • pp.89-103
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    • 2018
  • This study presents results of analysis on fault-related landforms and the Quaternary fluvial landforms, which are important evidences for active faulting by identifying surface deformation, around the Ulsan Fault Zone. In addition, this study suggests lineament map and inferred active fault-line map based on analyzing linearity and continuity of these landforms and by compiling location information of existing active faults. We convince that quantitative tectonic-geomorphological analysis are an effective method for active faults tracking, in particular, considering the conditions of relatively low seismicity and surface ruptured-events in the Korean Peninsula compared to plate boundary active areas. However, research on active fault in South Korea is just an infant stage since the 1990s and requires accumulation of research achievements on development and application of various fault analysis techniques, analysing and standardizing linear structures.

Regional Assessment of Seismic Site Effects and Induced Vulnerable Area in Gyeonggi-do, South Korea, Using GIS (GIS 기반 경기도 광역영역의 부지지진응답 특성 및 연계 지진 취약지역 분석)

  • Kim, Han-Saem;Sun, Chang-Guk;Cho, Hyung-Ik;Nam, Jee-Hyun
    • Journal of the Korean Geotechnical Society
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    • v.34 no.5
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    • pp.19-35
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    • 2018
  • The necessity of predicting the spatial information of the site-specific seismic response, which is essential information for the comprehensive earthquake disaster countermeasures, is increasing for the mid-west urban areas where the earthquake-induced damages can be increased due to frequent occurrence of mid-scale earthquake such as 2016 Gyeongju Earthquake and 2017 Pohang Earthquake. Especially, researches on strategic securing of site survey datasets and understanding the site-specific site response characteristics were conducted for Gyeonggi-do, South Korea. In this study, a GIS-based framework for site-specific assessment of site response and induced vulnerable area in Gyeonggi-do, South Korea was proposed. Geo-Data based on GIS platform was constructed for regional estimation of geotechnical characteristics by collecting borehole and land coverage datasets. And the geo-spatial grid information was developed for deriving spatial distribution of geotechnical layer and site response parameters based on the optimization of the geostatistical interpolation method. Accordingly, base information for Improving earthquake preparedness measures was derived as seismic zonation map with administrative sub-units considering the quantitative site effect of Gyeonggi-do.

Seismic Performance Improvement of Liquid Storage Tank using Lead Rubber Bearing (납고무받침을 이용한 액체저장탱크 내진성능향상)

  • Kim, Hu-Seung;Oh, Ju;Jung, Hie-Young
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.39 no.3
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    • pp.441-449
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    • 2019
  • Recently, interest in the seismic safety of structures is rising in South Korea due to the occurrences of earthquakes of 5.0 or greater magnitudes such as Gyeongju earthquake (September 2016) and Pohang earthquake (November 2017). In particular, the importance of living facilities that cause human injuries and property losses is more emphasized. Representative living facilities include gas and oil storage facilities and water tanks. In this study, the seismic performance of liquid storage tanks is improved by applying the lead rubber bearing, which is a seismic isolation method. The lead rubber bearing was designed considering the foundation of liquid storage tanks, and the general properties of the lead rubber bearing were verified through compression and shear tests using fabricated specimens. Furthermore, the behaviors of liquid storage tanks according to seismic and non-seismic isolations were analyzed through durability test, shaking table test and finite element analysis using ANSYS.

Proposal of Acceleration Time History Prediction Method Based on Seismic Observation Data (관측 자료를 활용한 지진가속도 시간이력 추정방법 제안)

  • Lee, Kyeong-Seok;Ahn, Jin-Hee;Park, Jae-Bong;Choi, Hyoung-Suk
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.2
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    • pp.15-22
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    • 2020
  • In this paper, seismic ground motion generation method based on the observbation data from the Korea Meteorological Administration is proposed to predict the acceleration time history at an arbitrary location after earthquake. The proposed method assumes that the magnitude of the seismic accelrations obtained from the near stations decreases linearly with the distance from the epicenter to the corresponding station and the accelerations measured at the adjacent stations are assumed to have similar maximum acceleration and time shape functions. These two assumptions allow for the prediction of seismic acceleartion motion without geotechnical information where no seismic accelerometer is installed. This study verified the applicability of the prediction method using seismic observation data from Gyeongju Earthquake (2016), Pohang Earthquake (2017) and Sangju Earthuqkae (2019). The comparison results show that the proposed method is effective for predicting the seismic acceleration response spectrum and time history at arbitary locations.

Seismic Retrofitting Effects of General Hospital Using Self-Centering Energy Dissipative Bracing System (자기복구형 에너지소산 가새시스템을 적용한 종합병원의 내진보강효과)

  • Kim, Taewan;Chu, Yurim;Bhandari, Diwas
    • Journal of the Earthquake Engineering Society of Korea
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    • v.23 no.3
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    • pp.159-167
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    • 2019
  • 2016 Gyeongju and 2017 Pohang earthquakes led Koreans to acknowledge that the Korean peninsula is not an earthquake-free zone anymore. Among various buildings crucial to after-shock recovery, general hospital buildings, especially existing old ones, are very significant so seismic retrofitting of those must be an important issue. Self-centering energy dissipative(SCED) brace is one of retrofitting methods, which consists of tendon with restoring force and friction device capable of dissipating seismic energy. The strength of the SCED brace is that the tendon forces a structure to go back to the original position, which means residual drift can be negligible. The residual drift is a very important parameter to determine usableness of general hospitals after shock. To the contrary, buckling-restrained braces(BRB) are also a very effective way to retrofit because they can resist both compressive and tensile, but residual drift may exist when the steel core yields. On this background, the seismic retrofitting effect of general hospitals reinforced with SCED braces was investigated and compared to that of the BRD in this study. As a result, although the floor acceleration cannot be reduced, the story drift and residual drift, and the shear demand of walls significantly decreased. Consequently, seismic retrofitting by SCED braces are very effective for domestic low-rise general hospitals.

The Role of Occupational Therapist in Disaster Management (재난상황에서 작업치료사의 역할에 대한 고찰)

  • Kim, Jung-Hun
    • The Journal of Korean society of community based occupational therapy
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    • v.6 no.2
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    • pp.21-30
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    • 2016
  • Objective : In October 2016, the most powerful earthquake, magnitude 5.1 and 5.8 struck the city of Gyeongju in Korea. Although it did not take a toll, this implicates potential disaster in the future. Taking this earthquake, this paper considers the healthcare system responding to disaster in non-government organization and other countries, and investigates the roles of occupational therapist in disaster management. Methods : This paper reviews literature related to healthcare system and roles of occupational therapist in disaster response. Results : Humanitarian recovery mission of Red Cross impacted and facilitated the recovery of vulnerable population including children, elderly and people with disabilities in disaster response. It was also emphasized by occurring large population with disabilities after disasters so that the concept of rehabilitation and occupational therapist's role was required. Occupational therapy practitioners play an important role in the stage of disaster preparedness, response and recovery and their target population is children, elderly and people with disabilities. Conclusion : The most of NGO and counties take the concept of rehabilitation into healthcare system responding to disaster. However, the system in Korea stays in emergency level. It is important to take the humanitarian recovery and rehabilitation concept to disaster relief. the survivors would be able to return to their normalcy and health life.