• 한국지반환경공학회 논문집
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• 제20권5호
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• pp.5-12
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• 2019

2017년 11월 15일 발생한 $M_L=5.4$의 포항지진으로 액상화 피해사례가 접수되었으며 이에 대한 많은 연구가 수행 중에 있다. 지진에 의한 피해사례가 전무하였던 우리나라의 경우, 예방 및 대비에 해당하는 지진위험지도 작성과 지진 및 지진해일 관측시스템의 구축에 매우 소극적이었다. 지진은 가뭄, 홍수나 태풍 등과 달리, 발생 징후를 관찰하고 그 영향 및 규모를 미리 예측하기란 거의 불가능에 가깝기 때문에 예방 및 대비차원의 액상화 위험지도와 같은 지진재해지도 구축은 매우 효과적일 수 있다. 본 연구는 수도권지역 14,040개의 시추공 데이터를 수집하여 지반증폭계수를 이용한 액상화 평가를 우선적으로 실시하고 최대기반암가속도는 재현주기 200년부터 4,800년을 포함하는 최대기반암가속도 0.06g, 0.14g, 0.22g, 0.30g에 대한 액상화 위험지도를 작성하였다. 또한, 실시간 예측 가능한 액상화 위험지도 작성을 위해 지진가속도와 상관관계 분석을 실시하였으며 그 결과로 수치지도의 모든 셀에 해당하는 상관식이 제안되었다. 최종적으로 제안된 상관식을 이용하여 가상의 지진에 대한 액상화 위험지도를 작성하였다.

• Nuclear Engineering and Technology
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• 제48권3호
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• pp.831-839
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• 2016

Seismic qualification by test is widely used as a way to show the integrity and functionality of equipment that is related to the overall safety of nuclear power plants. Another means of seismic qualification is by direct integration analysis. Both approaches require a series of time histories as an input. However, in most cases, the possibility of using real earthquake data is limited. Thus, artificial time histories are widely used instead. In many cases, however, response spectra are given. Thus, most of the artificial time histories are generated from the given response spectra. Obtaining the response spectrum from a given time history is straightforward. However, the procedure for generating artificial time histories from a given response spectrum is difficult and complex to understand. Thus, this paper presents a simple time-domain method for generating a time history from a given response spectrum; the method was shown to satisfy conditions derived from nuclear regulatory guidance.

• 국제학술발표논문집
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• The 1th International Conference on Construction Engineering and Project Management
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• pp.913-916
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• 2005

This paper presents the development of Artificial Neural Network models for forecasting the cost and contract duration of school reconstruction projects to assist the planners' decision-making in the early stage of the projects. 132 schools reconstruction projects in central Taiwan, which received the most serious damage from the Chi-Chi Earthquake, were collected. The developed Artificial Neural Network prediction models demonstrate good prediction abilities with average error rates under 10% for school reconstruction projects. The analytical results indicate that the Artificial Neural Network model with back-propagation learning is a feasible method to produce accurate prediction results to assist planners' decision-making process.

• 자원환경지질
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• 제39권4호
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• pp.495-505
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• 2006

인간의 가청주파수 보다 낮은 저주파수대역의 음파로 정의되는 인프라사운드는 대기압력 변화를 수반하는 다양한 자연현상이나 인간 활동에 의해 지속적으로 발생하여 대기 중으로 전파하고 있다. 인프라사운드의 장거리 전파특성은 음원에 대한 원거리 관측과 분석을 가능하게 하여 자연현상에 대한 지구물리학적인 이해와 대규모 인위적 음원에 대한 탐지기술로 응용되고 있다. 이에 최근 비밀 핵실험 감시와 순수한 지구물리학적 연구를 목적으로 진보된 관측망이 전 세계적으로 구축되는 등 인프라사운드에 대한 관심과 연구가 증가하고 있다. 국내에는 지진파와 인프라사운드를 동시에 관측할 수 있는 지진-음파 관측망이 운영되고 있으며, 이들 자료의 실시간 관측과 분석으로 한반도 및 주변지역에서 발생하는 지진 중 상당수의 인공지진을 명확히 식별하고 있다. 또한 인공지진탐지 이외에도 대규모 자연지진, 운석폭발, 화산폭발, 태풍 등의 자연현상에서 발생한 인프라사운드를 국내 관측망에서 관측하여 분석하고 있다. 지구 물리학적 관점에서 인프라사운드 관측은 상부지각과 대기권 등 지구표면에서 일어나고 있는 대규모 자연 혹은 인위적 현상을 관측할 수 있는 새로운 지구관측기술의 하나로 이용되고 있다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1999년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall
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• pp.52-57
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• 1999

Korea Earthquake Monitoring System(KEMS) in the Korea Institute of Geology Mining and Materials(KIGAM) as detected more than 1000 events since the end of 1998. But not all events are interpreted as earthquakes because many events are concentrated on daytime. It strongly implies that in addition to earthquake these events include artificial effects such as industrial blasting. Before the determination of eathquake charactertistics in the korean peninsula it is necessary to discriminate the detected events as earthquakes or artificial events. For the discriminant study KIGAM and SMU(Southern Methodist University) installed a triangular four-element 1-km aperture seismo-acoustic array at Chul-Won area northeast of Seoul Korea. Each array element includes a GS-13 seismometer in the bottom of borehole and a Validyne DP250-14 microbarometer sensor mounted inside of the borehole 1,2 meter deep connected to a 11 arm radial array of 10m porous soaker hoses. This array introduce the use of 2.4-GHz radios for inter-array self-contained solar-charged power system and GPS time-keeping system. A 24-bit digital data acquisition system performs 40 SPS in the infrasound and seismometer data. Velocity and direction of wind and temperature are also measured at hub site and included to the data stresam. This seismo-acoustic array will be used to identify and locate associated with industrial blasting and these identified and located events will be applied to form a ground truth database useful to assist the other development of discriminant studies.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.49-54
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• 2000

Korea Institute of Geology Mining and Materials(KIGAM) has been operating Korean Earthquake Monitoring System(KEMS) to archive the real-time data stream and to determine event parameters (epicenter origin time and magnitude)by the automatic processing and analyst review. To do this KEMS uses the Vindel Hue's velocity model which was derived from Wonju KSRS data. Because KIGAM now receives the real-time data from many stations including Wonju KSRS Cholwon seismo-acoustic array Uljin Wolsung Youngkwang Taejon Seoul Kimcheon Taegu etc. the proper velocity model should be established around the Korean peninsula, In this study P were velocity structures was derived from VELEST program using 69 events among the 835 events determined by KEMS in 1999 which were recorded by at least 5 stations. General trend of velocity structure was similar to Sang Jo Kim's model but velocity value was low in crust and high in upper mantle. Due to the sensitivity of inversion results to the initial input model the artificial short and blast data might be added.

• 한국지진공학회논문집
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• 제24권1호
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• pp.9-17
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• 2020

The stochastic point-source model has been widely used in generating artificial ground motions, which can be used to develop a ground motion prediction equation and to evaluate the seismic risk of structures. This model mainly consists of three different functions representing source, path, and site effects. The path effect is used to emulate decay in ground motion in accordance with distance from the source. In the stochastic point-source model, the path attenuation effect is taken into account by using the geometrical attenuation effect and the inelastic attenuation effect. The aim of this study is to develop accurate equations of ground motion attenuation in the Korean peninsula. In this study, attenuation was estimated and validated by using a stochastic point source model and observed ground motion recordings for the Korean peninsula.

• Earthquakes and Structures
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• 제7권4호
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• pp.553-570
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• 2014

In this study, nonlinear dynamic analyses were performed in order to evaluate and compare the structural response of different type of moment resisting frame buildings equipped with conventional braces (CBs) and buckling restrained braces (BRBs) subjected to near-field ground motions. For this, the case study frames, namely, ordinary moment-resisting frame (OMRF) and special moment-resisting frame (SMRF) having two equal bays of 6 m and a total height of 20 m were utilized. Then, CBs and BRBs were inserted in the bays of the existing frames. As a brace pattern, diagonal type with different configurations were used for the braced frame structures. For the earthquake excitation, artificial pulses equivalent to Northridge and Kobe earthquake records were taken into account. The results in terms of the inter-story drift index, global damage index, base shear, top shear, damage index, and plastification were discussed. The analysis of the results indicated a considerable improvement in the structural performance of the existing frames with the inclusion of conventional and especially buckling-restrained braces.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2001년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2001
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• pp.208-215
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• 2001

The vertical irregularities occurred in the structure may lessen the overall seismic capacity of the structure. Seismic capacity evaluation guidelines (e.g. FEMA 175, ATC-14) propose the criterion for the vertical irregularities of mass, stiffness and strength respectively. But, the criterion seems groundless and leads us to make a true/false decision only. This study is to draw a reasonable basis on which multi-level grading is possible based fur the evaluation of existing buildings. Time history analysis for 3-,5-, and 10-story steel frame structures has been performed using several earthquake data. ANN (Artificial Neural Network) is introduced to find the relative contribution factor of the irregularities along the irregular position. Also, the application system fur the seismic capacity evaluation can be established using the trained ANN.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회 2차
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• pp.186-191
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• 2010

Recently, it has been reported that number of earthquakes was rapidly increased in the Korean Peninsula. According to the interest of seismic analysis, most of construction design must ensure the stability of structure against risks due to earthquake. Therefore, the ground reinforcement and application of seismic standards is necessary and the new structures must secure a stability about Earthquake under the Korea Seismic Analysis Standards. In this study, the 2D numerical analysis was performed to confirm a seismic stability and analysed that behavior of ground and dykes. The numerical seismic response analyses for dykes and its foundation soil were conducted with considering earthquake modes of short-period and long-period, and artificial seismic wave.