• 한국지진공학회논문집
• /
• 제20권7_spc호
• /
• pp.453-460
• /
• 2016

The Gyeong-Ju earthquake in the magnitude of 5.8 on the Richter scaleoccurred in September 12, 2016. Because there are many nuclear power plants (NPP) near the epicenter of the Gyeong-Ju earthquake, the seismic stability of nuclear power plants is becoming a social problem. In order to evaluate the safety of seismically isolated NPP, the seismic response of a NPP subjected to the Gyeong-Ju earthquake was compared with those of 30 sets of artificial earthquakes corresponding to the nuclear standard design spectrum (NSDS). A 2-node model and a simple beam-stick model were used for the seismic analysis of seismically isolated NPP structures. Using 2-node model, the effect of internal temperature rise, decrease of shear stiffness, increase of lateral displacement and decrease of vertical stiffness according to nonlinear behavior of lead-rubber bearing (LRB) were evaluated. The displacement response, the acceleration response, and the shear force response of the seismically isolated nuclear containment structure were evaluated using the simple beam-stick model. It can be observed that the seismic responses of the isolated nuclear structure subjected to Gyeong-Ju earthquake is significantly less than those to the artificial earthquakes corresponding to NSDS.

• 한국지진공학회논문집
• /
• 제20권7_spc호
• /
• pp.495-502
• /
• 2016

In this paper, time and frequency domain characteristics of Gyeong-ju earthquakes were investigated, and nonlinear time history analyses were conducted for bi-linear hysteretic structures excited by short-duration ground accelerations. Previous studies showed that larger inelastic displacements than the peak displacement of the corresponding elastic system were observed especially for the structures with structural period shorter than 0.3s, and the similar results could be obtained when long-duration ground accelerations were used as excitation loads. For the short-duration earthquakes, however, the inelastic displacements were not so large and almost identical to the peak elastic displacements.

• 한국지진공학회논문집
• /
• 제20권7_spc호
• /
• pp.503-508
• /
• 2016

In this study, effectiveness of seismic retrofitting methods using passive damping devices was investigated through numerical analyses of short-period structures under earthquakes which have short-duration and high-frequency impulse characteristics similar to Geyongju earthquakes. Displacement spectra of elastic systems and ductility demand of inelastic systems were evaluated by increasing viscous or friction damping. The damping devices could reduce responses of the structures with shorter structural period than 0.2s. The earthquakes similar to impulse load did not induce the responses of the structures with longer period than 0.4s, and the effects of the damping devices which generates damping forces proportional to structural responses became insignificant.

• 자원환경지질
• /
• 제51권1호
• /
• pp.1-13
• /
• 2018

토양 내 라돈농도는 주변 환경요인들(대기온도, 대기압, 강수량, 토양온도)에 영향을 받는다. 따라서 지진에 의한 토양 내 라돈이상변화 현상을 분석하기 위해서 이들 요인에 의한 영향과 구분하여야 한다. 이번 연구에서는 환경요인에 의한 토양 내 라돈농도변화와 구분되는 2016년 9월 12일에 발생한 경주지진에 의한 라돈농도의 이상변화현상에 대하여 분석하였다. 진앙지로부터 58Km 떨어진 측정지점에서 2014년 1월 1일부터 2017년 5월 31일까지 토양 내 라돈농도와 환경요인들을 연속 측정하고, 환경요인들과의 상관성을 분석하였다. 경주 지진과 관련된 토양 내 라돈농도의 이상변화를 분석하기 위해, 계절평균농도(n)와 표준편차(${\rho}$)를 계산하고 $n{\pm}1{\rho}$와 $n{\pm}2{\rho}$의 범위를 벗어나는 구간을 분석하고 Earthquake effectiveness와 q-factor를 계산하였다. 토양 내 라돈농도는 여름철이 높고 겨울철이 낮은 계절변화 양상을 나타내었다. 대기온도와 토양의 온도는 높을수록 토양 내 라돈농도가 높아지는 양의 상관관계(각각 $R^2=0.9136$, $R^2=0.8496$)를 보였으며 대기압은 낮아질수록 토양 내 라돈농도가 높아지는 음의 상관관계($R^2=0.7825$)를 보였다. 경주 지진 전 후에 계절평균농도에서 $2{\rho}$범위를 벗어나는 토양 내 라돈농도의 이상변화현상은 A1(7/3~7/5), A2(7/18), A3(8/4~8/5), A4(10/17~10/20)의 4개 시점에 나타났다. 토양 내 라돈농도와 환경적 요인과의 상관관계와 Earthquake effectiveness와 q-factor를 적용하여 비교분석한 결과, A1, A2, A3 구간에서 나타난 라돈변화가 지진의 영향으로 나타난 이상변화일 것으로 판단된다. 라돈이상변화가 나타난 기간의 라돈농도와 환경요인과 상관계수(대기온도: $R^2=0.2314$, 토양온도: $R^2=0.1138$, 대기압: $R^2=0.0475$)는 다른 기간에 비교하여 매우 낮게 나타났다. 연도별 토양 내 라돈의 연평균농도를 비교한 결과, 경주지진이 발생한 2016년에 가장 높게 나타났다.

• 한국지진공학회논문집
• /
• 제27권3호
• /
• pp.139-145
• /
• 2023

It is essential to determine a proper earthquake time history as a seismic load in a seismic design for a critical structure. In the code, a seismic load should satisfy a design response spectrum and include the characteristic of a target fault. The characteristic of a fault can be represented by a definition of a type of possible earthquake time history shape that occurred in a target fault. In this paper, the pseudo-basis function is proposed to be used to construct a specific type of earthquake, including the characteristic of a target fault. The pseudo-basis function is derived from analyzing the earthquake time history of specific fault harmonic wavelet transform. To show the feasibility of this method, the proposed method was applied to the faults causing the Gyeong-Ju ML5.8 and Pohang ML5.3 earthquakes.

• 한국재난정보학회 논문집
• /
• 제14권1호
• /
• pp.43-50
• /
• 2018

본 연구에서는 곡선형 보의 선형탄성 3D Solid 유한요소 모델을 구축하고 외력이 작용하였을 때 유한요소 해석을 수행하였다. 유한요소 해석결과와 이론해 결과의 오차는 대부분의 위치에서 1% 내외로 발생하는 것으로 보아 이론해와 잘 부합한다고 판단된다. 검증된 유한요소 모델을 이용하여 시간이력해석을 수행하였으며 시간이력해석결과 경주 지진파 적용 시 가장 작은 결과가 나타났으며 이는 경주 지진파의 특성이 고주파 성분의 영역의 특성을 보이기 때문이다. 또한 곡선형 보의 곡률중심을 $45^{\circ}$로 감소시켜 동적 해석을 수행하였을 때 Lomaprieta 지진파의 Von-Mises 결과가 647.824MPa로 가장 큰 것으로 나타났다.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2018년도 추계 학술논문 발표대회
• /
• pp.136-137
• /
• 2018

The domestic seismic retrofit guide was primally enacted in 1988, then the mandatory target have been consistently. As a result, the rate of earthquake-resistant is achieved 58.3% in public facilities. On the other hand, the rate of earthquake-resistant is low as 24.8% in education facilities. As education facilities damaged from Gyeong-ju, Po-hang earthquake occurred in South-Korea and the rate of earthquake-resistant is low, the seismic retrofit of existing education facilities got to be ordinary people's interest. Therefore, domestic researchers have been developed seismic retrofit methods which can apply to existing educational facilities, It is expected to become more active in the future. However, it is insufficient to consideration that how far domestic technology has been developed. Therefore, the objective of this study is to measure the level of domestic research through comparative analysis between domestic and foreign researches that seismic retrofit methods which can apply to existing educational facilities.

• 한국재난정보학회 논문집
• /
• 제14권4호
• /
• pp.450-457
• /
• 2018

연구목적: 2016년 9월 경주 이후 구조물 및 비구조물의 지진 안전성 및 내진성능에 관한 문제가 이슈화 되고 있으며, 특히 배관 시스템의 경우 구조요소 보다 지진 발생시 내진성능에 있어서 취약하다고 볼 수 있다. 스프링클러 배관 시스템과 같은 비구조적 구성요소의 손상으로 인해 지진 발생 및 이후에 상당한 경제적 손실이나 생명 손실을 초래 할 수 있다. 연구방법: 본 연구는 Triple Friction Pendulum Bearings (TPBs)을 설치한 건물 배관 시스템을 이용한 소방 배관 시스템의 내진성능평가를 제시한다. Kobe, Kocaeli, GyeongJu 지진을 고려하여 지반 운동의 불확실성을 고려하였다. 연구결과: 빌딩 시스템과 파이핑 시스템의 첫 번째 모드는 각각 약 5.8Hz와 약 2.742Hz로 나타났으며, 또한 TPBs 시스템이 적용된 배관 시스템의 최대 변위는 Kobe, Kocaeli 및 GyeongJu 지진의 경우 각각 49%, 14.4%, 21.5%가 감소한 것으로 나타났다. 결론: 따라서 건물 배관 시스템에서 지진 격리 시스템을 사용하면 지진이 심할 때 TPB가 없는 일반적으로 설치된 걸물 배관 시스템보다 지진 위험을 줄일 수 있다.

• 한국지진공학회논문집
• /
• 제20권7_spc호
• /
• pp.561-567
• /
• 2016

After the Gyeong-ju 9.12 earthquake, we found the necessity of seismic design of nonstructural element is important to reduce damages in view of properties and economic losses. This study focused on the investigation of damages including both properties and human beings. It was found that most of the damages are leaking of water pipe line, rupture of glasses, spalling of roof finishing, cracks of building, and falling from roof. It was also found that the seismic design force of nonstructural elements is taking account into the natural periods, amplification factors, response modification factors to forsee inelastic behaviors. From this studies, it is recommended that more studies are necessary on the seismic design force of nonstructural element.

• 대한기계학회논문집A
• /
• 제25권11호
• /
• pp.1743-1750
• /
• 2001

This paper presents an analysis of nonlinear response of the seismically isolated structure against earthquake excitation to evaluate isolation performances of a rubber bearing. In the analysis of the vibration of building, the building is modeled by lumped mass system where the restoring force is considered as linear, bilinear and trilinear. Fundamental equations of motion are derived for the base isolated structure, and hysteretic and nonlinear-elastic characteristics are considered for a numerical calculation. The excitation levels are magnified fur the recorded strong earthquake motions in order to examine dynamic stability of the structure. Seismic responses (of the building are compared fur the each restoring force type. As a result, it is shown that the effect of the motion by the nonlinear response of the building is comparatively not so large from a seismic design standpoint. The responses of the isolated structures reduce sufficiently and controled the motion of the building well in a practical range. By increasing the acceleration of the earthquake, the yielding of the farce was occurred in the concrete and steel frame, which shows the necessity of the exact nonlinear dynamic analysis.