• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 춘계 학술발표회논문집
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• pp.38-44
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• 2003

Artificial blasts, defined as seismo-acoustic events, were discriminated from natural earthquakes in the Korean Peninsula by the seismo-acoustic analysis. Total 197 seismo-acoustic events corresponding to 9 percent of seismic events in 2002 were analyzed and classified as artificial surface blasts. Events distribution pattern of the seismo-acoustic events in 2002 was similar to the previous result in 1999-2001, except for two regions. Newly determined seismo-acoustic events were added to the previous artificial blast database. To extend infrasound detection capability, new small-scale infrasound array(TJIAR) was installed in KIGAM. Preliminary analysis for the small array was conducted to discriminate artificial blasts in the southwestern part of the Korean Peninsula. The small array discriminated S seismo-acoustic events during short period analysis. And two infrasound arrays(TJIAR and CHNAR) were used to determine approximate sound source location by cross bearing method.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 춘계 학술발표회논문집
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• pp.45-49
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• 2003

The velocity structure beneath the CHNB broadband station is determined by receiver function analysis using by from teleseismic P waveforms. The detailed broadband receiver functions are obtained by stacking method for source-equalized vertical, radial and tangential components of teleseismic P waveforms. A time domain inversion uses the stacked radial receiver function to determine vertical P wave velocity structure beneath the station. The crustal velocity structures beneath the stations are estimated using the receiver function inversion method in the case at the crustal model parameterized by many thin, flat-tying, homogeneous layers. The result of crust at model inversion shows the crustal velocity structure beneath the CHNB station varies smoothly with increasing depth, and there are six discontinuity around 2.5km, 6.25km, 12.5km, 22.5km and 27.5km depth, with Moho discontinuity at about 32.5km depth.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 추계 학술발표회논문집
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• pp.3-7
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• 2003

The velocity structure beneath the CHNB broadband station is determined by receiver function analysis using by from teleseismic P waveforms. The detailed broadband receiver functions are obtained by stacking method for source-equalized vertical, radial and tangential components of teleseismic P waveforms. A time domain inversion uses the stacked radial receiver function to determine vertical P wave velocity structure beneath the station. The crustal velocity structures beneath the stations are estimated using the receiver function inversion method in the case at the crustal model parameterized by many thin, flat-lying, homogeneous layers. Events divide into 4 groups. four azimuths corresponding to events in group a(southwest), b(south), c(southeast), d(northeast). The result of crust at model inversion shows the crustal velocity structure beneath the CHNB station varies smoothly with increasing depth. The conard discontinuity lies around 18 km and moho discontinuity lies range from 30 to 34 km.

• Smart Structures and Systems
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• 제24권1호
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• pp.37-52
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• 2019

Despite its success and wide application, base isolation system has been challenged for its passive nature, i.e., incapable of working with versatile external loadings. This is particularly exaggerated during near-source earthquakes and earthquakes with dominate low-frequency components. To address this issue, many efforts have been explored, including active base isolation system and hybrid base isolation system (with added controllable damping). Active base isolation system requires extra energy input which is not economical and the power supply may not be available during earthquakes. Although with tunable energy dissipation ability, hybrid base isolation systems are not able to alter its fundamental natural frequency to cope with varying external loadings. This paper reports an overview of new adventure with aim to develop adaptive base isolation system with controllable stiffness (thus adaptive natural frequency). With assistance of the feedback control system and the use of smart material technology, the proposed smart base isolation system is able to realize real-time decoupling of external loading and hence provides effective seismic protection against different types of earthquakes.

• Steel and Composite Structures
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• 제39권1호
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• pp.35-50
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• 2021

Eccentrically braced frames (EBFs) are utilized as a lateral resisting system in high seismic zones. Links are the primary source of energy dissipation and they are exposed to high deformation, which may lead to buckling. Web stiffeners were introduced to prevent buckling of shear link. AISC 341 provides the required vertical stiffeners for a shear link. In this study, different stiffener configurations were examined. The main objective is to improve the behavior of short links using different stiffener configurations. Pursuant to this goal, a comprehensive numerical study is conducted using ABAQUS. Shear links with different stiffener configurations were subjected to cyclic loading using loading protocol mandated by AISC 341. The results are compared in terms of energy dissipation and shear capacities and rupture index. The proposed stiffener configurations were further verified with different link length ratios, I-shapes and thickness of stiffener. Based on the results, the stiffener configuration with two vertical and two diagonal stiffeners perpendicular to each other is recommended. The proposed stiffener configuration can increase the shear capacity, energy dissipation capacity and the ratio of energy/weight up to 27%, 38% and 30%, respectively. Detailing of the proposed stiffener configuration is presented.

• 대한토목학회논문집
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• 제33권1호
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• pp.207-218
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• 2013

대형 사력댐의 내진성능 평가에서 필히 요구되는 입력상수는 사력재료, 코아매질의 전단파 속도이다. 이를 표면파 시험으로 평가하기 위해서는 사력골재의 불연속, 매질의 비균질, 사면 경계면 등 표면파 시험결과의 신뢰도를 떨어뜨리는 조건을 극복해야 한다. 본 연구에서는 이러한 표면파시험의 한계를 극복하기 위하여 기존 빔형성기법의 원리를 응용한 SBF (Short-Array Beamforming) 기법을 제안하였다. SBF 기법은 3~9 m의 짧은 측선과 원거리 발진원을 이용함으로써, 빔형성기법 고유의 장점인 측정자료의 자동화분석뿐만 아니라 근접장 문제의 해결, 국부적 이상대의 발견 등의 기능을 가지도록 개발되었다. 본 연구에서는 이러한 SBF 기법과 IRF(Impulse-Response Filtration) 기법을 활용하여 대형 사력댐의 전단파속도를 신뢰성 있게 평가하는 방법을 정립하였다. 정립된 기법은 사력댐의 사력재료와 유사한 암버럭으로 매립 성토된 철도 노반에서 다운홀 시험, CapSASW (Common-Array-Profiling SASW) 시험과의 비교를 통하여 그 신뢰성과 실용성을 검증하였다.

• Steel and Composite Structures
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• 제36권4호
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• pp.447-462
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• 2020

The paper aims to investigate the mechanical mechanism and seismic effect of stiffeners in blind bolt endplate connection to CFST column. A precise 3D finite element model with considering the cyclic properties of concrete and steel materials was established, and the efficiency was validated through monotonic and cyclic test data. The deforming pattern and the seismic performance of the unstiffened and stiffened blind bolt endplate connections were investigated. Then a parametric analysis was conducted to analyze the contribution of stiffeners and the joint working behaviors with endplate under cyclic load. The joint stiffness classifications were compared and a supplement stiffness classification method was proposed, and the energy dissipation ability of different class connections were compared and discussed. Results indicated that the main deformation pattern of unstiffened blind bolt endplate connections was the local bending of end plate. The vertical stiffeners can effectively alleviate the local bending deformation of end plate. And influence of stiffeners in thin endplate and thick endplate was different. Based on the stiffness of external diaphragm welded connection, a more detailed rigidity classification was proposed which included the pin, semi-rigid, quasi-rigid and rigid connection. Beam was the main energy dissipation source for rigid connection. For the semi-rigid and quasi-rigid connection, the extended endplate, stiffeners and steel beam would all participate in the energy dissipation.

• 지구물리와물리탐사
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• 제9권1호
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• pp.86-92
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• 2006

정규화된 파동장을 이용하는 탄성파 전파형 역산법은 기존의 전파형 역산법에서 필요로 하는 탄성파원 예측으로 인해 야기되는 잠재적인 역산오차를 피할 수 있다. 본 논문에서는 이러한 전파형 역산법에 가중 평활화제약을 추가하여 분해능을 높였으며, 모든 주파수성분을 동시에 역산하지 않고 주파수 별로 순차적으로 역산하도록 수정하였다. 새로운 방법은 간단한 2 차원 단층모델에 적용하여 검증하였다. 가장 큰 개선점은 적분감도에 기초하여 결정한 가중계수를 모델변수에 도입한 점이다. 모델변수에 가중계수를 적용하면 평활화제약을 선택적으로 완화할 수 있기 때문에 영상화 재구성 시 잘못된 영상을 줄이는데 효과적이다. 다중 단일주파수 역산은 다중주파수 동시역산을 대치할 수 있으며, 특히 작은 주파수부터 먼저 사용하는 순차적인 단일주파수 역산은 계산효율면에서 유용하다.

• 한국통신학회논문지
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• 제13권6호
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• pp.480-489
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• 1988

Zero offset section을 얻기 위해서는 Common depth gatering을 CDP stacking하여 얻은 방법이 사용되고 있으나 본 논문에서는 exploding reflector개념을 사용하였다. 탄성파 파동 방정식으로부터 상방향 파동장만을 표현하는 일방향 파동 방정식을 얻어 비교하였으며 이때 얻어진 일방향 파동 방정식은 경사각 90도까지 표현가능하며 다른 기법에서는 나타나지 않는 경사각 90도 부근의 Signal도 표현 가능했다. 이러한 결과는 공간영역에서 쉽게 구현할 수 없고 오직 Fourior 방법에 의해서만 가능하다. 본 연구 논문은 위의 기법에 의한 결과를 실질적으로 Process하고 해석하는데 어려움이 많은 overthrust구조에 대해서 ray tracing방법과 wave기법에 의한 결과와 비교하였으며 thrust구조상의 특성에 의해서 상실되고 수집하기 어려운 difrraction signal들도 자세하게 나타낼 수 있었다.

• 한국지진공학회논문집
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• 제11권6호
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• pp.15-21
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• 2007

정확한 지진재해 예측을 위해서는 대상지역 특성을 고려하여 개발한 강진동 감쇠식을 사용해야 한다. 본 연구에서는 한반도의 감쇠식에 관한 기존연구에서 제시한 여러 감쇠식 및 지진자료를 비교한 후 그 유형이 가장 유사한 관계식을 선별하였다. 지진재해예측을 위한 HAZUS에서는 미국을 서부와 중동부로 구분한 강진동 감쇠식을 지원하는데, 앞서 선별한 국내 감쇠식과 부합하는 미국의 감쇠식 종류를 알아보았다. 이번 연구는 향후 HAZUS를 이용하여 한반도의 지진재해를 예측하고자 할 때, 우리나라의 감쇠현상과 가장 유사한 미국의 강진동 감쇠식을 사용함으로써 신뢰성 높은 재해예측에 효과적인 영향을 줄 것으로 기대한다.