• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 춘계 학술발표회
• /
• pp.571-576
• /
• 2010

In this study, an application method of critical strains concept for tunnels' safety by using the values of measured displacements which are obtained in the field is discussed. The aim is to: (1) study on the engineering meanings of critical strains concept by reviewing the previous researches and application examples with measured displacement values; (2) study on the engineering reasonability of critical strains concept with the view point of a tunnel engineering and a geotechnical engineering; (3) study on the features of ground deformation due to tunneling and reciprocal relation between total displacement and measured displacement; (4) evaluate a tunnel safety by using domestic measurements collected in the field; and (5) re-evaluate the control criteria which were previously used in the field, with the view point of critical strains concept. Consequently, it was confirmed that critical strains in the ground has a reasonability and a possibility of unified or common concept with the view point of a tunnel engineering.

• Structural Engineering and Mechanics
• /
• 제81권2호
• /
• pp.219-230
• /
• 2022

Due to the large number of railway bridges along China's high-speed railway (HSR) lines, which cover a wide area with many lines crossing the seismic zone, the possibility of a HSR train running over a bridge when an earthquake occurs is relatively high. Since the safety performance of the train will be threatened, it is necessary to study the safety of trains running over HSR bridges during earthquakes. However, ground motion (GM) is highly random and selecting the appropriate ground-motion intensity measures (IMs) for train running safety analysis is not trivial. To deal this problem, a model of a coupled train-bridge system under seismic excitation was established and 104 GM samples were selected to evaluate the correlation between 16 different IMs and train running safety over HSR bridges during earthquakes. The results show that spectral velocity (SvT₁) and displacement (SdT₁) at the fundamental period of the structure have good correlation with train running safety for medium-and long-period HSR bridges, and velocity spectrum intensity (VSI) and Housner intensity (HI) have good correlation for a wide range of structural periods. Overall, VSI and HI are the optimal IMs for safety analysis of trains running over HSR bridges during earthquakes. Finally, based on VSI and HI, the IM thresholds of an HSR bridge at different speed were analyzed.

• 한국지진공학회논문집
• /
• 제25권6호
• /
• pp.233-240
• /
• 2021

The stochastic method is applied to simulate strong ground motions at seismic stations of seven metropolises in South Korea, creating an earthquake scenario based on the causative fault of the 2016 Gyeongju earthquake. Input parameters are established according to what has been revealed so far for the causative fault of the Gyeongju earthquake, while the ratio of differences in response spectra between observed and simulated strong ground motions is assumed to be an adjustment factor. The calculations confirm the applicability and reproducibility of strong ground motion simulations based on the relatively small bias in response spectra between observed and simulated strong ground motions. Based on this result, strong ground motions by a scenario earthquake on the causative fault of the Gyeongju earthquake with moment magnitude 6.5 are simulated, assuming that the ratios of its fault length to width are 2:1, 3:1, and 4:1. The results are similar to those of the empirical Green's function method. Although actual site response factors of seismic stations should be supplemented later, the simulated strong ground motions can be used as input data for developing ground motion prediction equations and input data for calculating the design response spectra of major facilities in South Korea.

• Earthquakes and Structures
• /
• 제14권4호
• /
• pp.349-360
• /
• 2018

Reinforced concrete (RC) moment frames supported on two ground levels have been widely constructed in mountainous areas with medium to high seismicity in China. In order to investigate the seismic collapse behavior and risk, a scaled frame model was tested under constant axial load and reversed cyclic lateral load. Test results show that the failure can be induced by the development of story yielding at the first story above the upper ground. The strong column and weak beam mechanism can be well realized at stories below the upper ground. Numerical analysis model was developed and calibrated with the test results. Three pairs of six case study buildings considering various structural configurations were designed and analyzed, showing similar dynamic characteristics between frames on two ground levels and flat ground of each pair. Incremental dynamic analyses (IDA) were then conducted to obtain the seismic collapse fragility curves and collapse margin ratios of nine analysis cases designated based on the case study buildings, considering amplification of earthquake effect and strengthening measures. Analysis results indicate that the seismic collapse safety is mainly determined by the stories above the upper ground. The most probable collapse mechanism may be induced by the story yielding of the bottom story on the upper ground level. The use of tie beam and column strengthening can effectively enhance the seismic collapse safety of frames on two ground levels.

• 화약ㆍ발파
• /
• 제17권4호
• /
• pp.67-88
• /
• 1999

터널굴착으로 발생되는 지반침하는 지상구조물의 변형을 유발할 수도 있으므로 터널굴착전에 지상구조물의 안전성 평가가 선행되어야 한다. 이러하여 본 연구에서는 전문가의 포함된 터널현장의 지표침하를 예측하고, 이를 기반으로 지상구조물의 안전성 평가를 수행하는 전문가 시스템 NESSS(Neural network Export System for Adjacent Structure Safety Analysis)를 개발하였다. NESASS는 인공신경망을 이용하여 기존 터널현장의 지표침하 계측자료로 작성된 데이터베이스 자료를 학습자료로 하여 학습을 수행하고, 이를 기반으로 터널현장의 지표침하 트라프를 추론한다. 또한 추론된 지상구조물 기초부 변형을 기반으로 계산된 평가 매개변수(angular distortion 등)의 혀용 한계치를 이용하여 건물의 안전성을 평가하고 Dulacska의 균열평가 모델을 이용하여 지상구조물의 균열양상을 예측한다. 따라서, 본 연구에서는 지표침하의 주 영향인자들을 선정하고 이를 분류항목으로 이용, 서울지하철 일부구간의 지표침하 계측자료를 수집, 정리하여 데이터베이스화를 추진하였다. 그리고 인공신경망 구조에 관련된 매개변수 연구를 수행하여 개발된 NESASS의 인공신경망 구조의 신뢰도를 확인하였으며 기수행된 침하계측 결과치와 비교하여 지표침하 예측능력도 조사하였다. 또한 NESASS를 이용하여 실제 터널현장을 모델로 설정, 지상구보물의 안전성 평가를 수행해 봄으로써 NESASS의 실무적용성을 아울러 확인하였다.

• 한국조명전기설비학회:학술대회논문집
• /
• 한국조명전기설비학회 2007년도 추계학술대회 논문집
• /
• pp.195-197
• /
• 2007

This paper presents experimental results on the safety of persons due to a ground fault in 22.9 kV-Y distribution system In order to evaluate the touch voltages due to internal ground faults in a step down transformer based on the newly prescribed KS C IEC 60364 standard series, the verification tests in a 22.9 kV multi-grounded neutral system were carried out From the experimental results, it was found that there will be significant potential rise jeopardizing LV equipment insulation in case of separate grounding between HV and LV system and the effective measures against hazardous touch voltages due to a IN side ground fault in the common grounding system between HV and LV system are proposed. As a consequence, it was found that the equipotential bonding is an important prerequisite for the effectiveness of the protective measures for the safety of persons in the common ground system between 22.9 kV-Y and low-voltage grounding system.

• Geomechanics and Engineering
• /
• 제29권3호
• /
• pp.229-236
• /
• 2022

In this study, a model experiment and field experiment was conducted to introduce the optimal tensile force when constructing a non-open cut tunnel according to the ground conditions of sandy soil. CMR (Concrete Modular Roof) method is economical because of the high precision and excellent durability, and corrosion resistance, and the inserted parts can be used as the main structure of a tunnel. In addition the CMR method has a stable advantage in interconnection because the concrete beam is press-fitted compared to the NTR (New Tubular Roof) method, and the need for quality control can be minimized. The ground conditions were corrected by adjusting the relative density of sandy soil during the construction of non-open cut tunnels, and after introducing various tensile forces, the surface settlement according to excavation was measured, and the optimal tensile force was derived. As a result of the experiment, the amount of settlement according to the relative density was found to be minor. Furthermore, analysis of each tensile force based on loose ground conditions resulted in an average decrease of approximately 22% in maximum settlement when the force was increased by 0.8 kN per segment. Considering these results, it is indicated that more than 2.0 kN tensile force per segment is recommended for settlement of the upper ground.

• 한국항행학회논문지
• /
• 제19권1호
• /
• pp.41-47
• /
• 2015

최근 국내에서 A-SMGCS (advance surface movement ground control systems) 레벨 IV단계를 구현하기 위한 연구가 활발히 진행 중에 있다. 전체 A-SMGCS 시스템의 안전을 확보하기 위하여 안전성 평가가 필요하며, 유로컨트롤에서는 A-SMGCS의 안전성 평가를 위하여 기능별 위험요소 평가, 예비시스템 안전성 평가, 그리고 시스템 안전성 평가를 수행하도록 권고하고 있다. 본 논문에서는 기능별 위험요소 평가 방법을 통하여 전체 A-SGMCS의 위험요소를 식별한다. 따라서 A-SMGCS레벨 IV시스템에 대하여 29가지 위험 요소를 식별하고 각 위험요소의 심각도를 평가하는 자료로 활용할 것이다.

• 조명전기설비학회논문지
• /
• 제29권10호
• /
• pp.54-59
• /
• 2015

In this paper, we evaluate safety of grounding system which is designed according to IEC standards. Safety assessment of construction site and grounding system of building is needed before construction for the safety of human in building. Until now, in case of domestic field, design of grounding system is proceeded based on methods which are proposed in IEEE Std. 80. In other words, it is not in the situation that grounding system is designed based on IEC standards. Therefore, we propose a method which designs grounding system and evaluates safety of it according to IEC standards. We measure ground resistance of construction site using measuring equipment of ground resistance. Using this value, soil structure and ground resistivity are obtained through program analysis. CDEGS program of SES company is used for simulation analysis.

• 한국가스학회지
• /
• 제7권2호
• /
• pp.14-21
• /
• 2003

도시가스 배관에서 위험을 유발할 수 있는 사건의 발생빈도를 구하기 위하여 주요 사고원인인 굴착공사, 외부부식, 지반침하 및 장치손상 등에 의한 사고발생빈도를 구하는 방법을 제시하였다. 굴착공사로 인한 손상은 FTA에 의해 기본사상(Basic event)을 도출하고, 부식에 의한 손상확률은 시간변화에 따른 부식결함의 잔존강도를 평가하는 평가식을 제시하였다. 지반침하로 인한 손상은 기준손상율을 구하고 여기에 손상모드인자 및 보정인자를 고려한 모델을 이용하여 구하였다. 장치원인에 의한 손상확률은 고유고장율과 특정고장율 자료를 모두 반영할 수 있는 방법을 제시하였으며 그 계산 예도 제시하였다.