• Radiation Oncology Journal
• /
• 제38권1호
• /
• pp.18-25
• /
• 2020

Purpose: This study was aim to evaluate the patterns of failure according to radiotherapy (RT) target volume for cervical lymph nodes in metastases of unknown primary origin in head and neck region (HNMUO). Materials and Methods: Sixty-two patients with HNMUO between 1998 and 2016 were retrospectively reviewed. We analyzed the clinical outcomes and primary site failure depending on the radiation target volume. The target volume was classified according to whether the potential head and neck mucosal sites were included and whether the neck node was treated involved side only or bilaterally. Results: Potential mucosal site RT (mucosal RT) was done to 23 patients and 39 patients did not receive mucosal RT. Mucosal RT showed no significant effect on overall survival (OS) and locoregional recurrence (LRR). The location of primary site failure encountered during follow-up period was found to be unpredictable and 75% of patients with recurrence received successful salvage therapies. No significant differences in OS and LRR were found between patients treated to unilateral (n = 35) and bilateral neck irradiation (n = 21). Treatment of both necks resulted in significantly higher mucositis. Conclusions: We found no advantages in OS and LRR of patients with HNMUO when mucosal sites and bilateral neck node were included in the radiation target volume.

• 지질공학
• /
• 제12권4호
• /
• pp.367-378
• /
• 2002

최근 국도가 4차선 선형 개량화 되는 과정에서 일반국도 내 터널 수가 증대되고 있으며 터널 갱구부의 사면 붕괴도 적지 않게 보고되고 있다. 운용중 터널 갱구부 사면 붕괴는 절토사면과는 달리 시공성 및 대책공법 선정의 한계성을 가지고 있다. 본 연구에서는 2002년 4월 발생한 수안보 온천 1, 2터널붕괴 현장을 대상으로 정밀 현장조사를 실시, 안정성 해석에 따른 효율적인 보강공법에 대해 검토한 것이다. 연구방법으로는 붕괴 현장의 정밀 지질조사를 통하여 붕괴 원인 분석 및 지반강도정수 산정을 위하여 현장 조사 및 붕괴 현장에 대한 역해석을 실시 지반강도정수를 추정하였다. 암반사떤의 안정성 해석을 위하여 불연속면의 영향을 고려하여 평사투영법을 실시하였으며, 안전율을 산정을 위하여 Tarlen을 이용한계평형해석을 실시하였다. 연구결과, 수안보 온천 1터널의 경우, 사면경사완화공법을 2터널의 경우는 3개의 영역으로 구분 콘크리트 버트리스 및 보강공법으로 록앵커 시공, 결착식 낙석방 지망을 설치하는 방안이 제시되었다.

• 전자공학회논문지B
• /
• 제31B권2호
• /
• pp.1-9
• /
• 1994

In distributed environments, data replication increases availability and decreases communication cost. However, it is difficult to maintain consistency and availability of data if site failure occurs. When we use the conventional hierarchical quorum consensus(HQC) method in order to maintain the consistency of data, occurrence of site failures makes it harder to perform the operation on replicated data because of insufficient votes. The objective of this paper is to improve the possibility of retaining necessary votes by reconstructing the HQC structure, when the site failure occurs. Furthermore, we compare the modified HQC method with the conventional HQC and QC methods in terms of improvement of availability.

• 한국해안·해양공학회논문집
• /
• 제22권1호
• /
• pp.18-24
• /
• 2010

본 연구에서는 지진해일에 의한 원자력발전소의 확률론적 안전성 평가를 위하여 취약도 함수 도출에 관한 연구를 수행하였다. 이를 위하여 기존의 지진 등을 대상으로 한 외부사건에 대한 확률론적 안전성 평가방법을 분석하여 원자력발전소를 대상으로 한 지진해일의 취약도 평가방법을 제시하였으며 주요 설비 및 구조물에 대한 파괴모드 및 파괴기준을 검토하였다. 최종적으로 원자력발전소의 소외 변압기를 대상으로 지진해일 취약도 평가를 수행하였다. 결과적으로 원자력발전소의 소외변압기는 지진해일 발생시 동수압에 의한 전도와 미끄러짐과 같은 구조적인 손상 보다는 범람에 의한 기능적 손상에 의해서 파손될 가능성이 높은 것으로 평가되었다.

• Radiation Oncology Journal
• /
• 제34권1호
• /
• pp.10-17
• /
• 2016

Purpose: To evaluate the patterns of nodal failure after radiotherapy (RT) with the reduced volume approach for elective neck nodal irradiation (ENI) in nasopharyngeal carcinoma (NPC). Materials and Methods: Fifty-six NPC patients who underwent definitive chemoradiotherapy with the reduced volume approach for ENI were reviewed. The ENI included retropharyngeal and level II lymph nodes, and only encompassed the echelon inferior to the involved level to eliminate the entire neck irradiation. Patients received either moderate hypofractionated intensity-modulated RT for a total of 72.6 Gy (49.5 Gy to elective nodal areas) or a conventional fractionated three-dimensional conformal RT for a total of 68.4-72 Gy (39.6-45 Gy to elective nodal areas). Patterns of failure, locoregional control, and survival were analyzed. Results: The median follow-up was 38 months (range, 3 to 80 months). The out-of-field nodal failure when omitting ENI was none. Three patients developed neck recurrences (one in-field recurrence in the 72.6 Gy irradiated nodal area and two in the elective irradiated region of 39.6 Gy). Overall disease failure at any site developed in 11 patients (19.6%). Among these, there were six local failures (10.7%), three regional failures (5.4%), and five distant metastases (8.9%). The 3-year locoregional control rate was 87.1%, and the distant failure-free rate was 90.4%; disease-free survival and overall survival at 3 years was 80% and 86.8%, respectively. Conclusion: No patient developed nodal failure in the omitted ENI site. Our investigation has demonstrated that the reduced volume approach for ENI appears to be a safe treatment approach in NPC.

• 한국환경과학회지
• /
• 제17권11호
• /
• pp.1295-1305
• /
• 2008

This study aims at the analyze of unsteady downstream flow due to dam failure along dam failure scenario and applied to Yeoncheon Dam which was collapsed August 1st 1999, using HEC-RAS simulation model. The boundary conditions of this unsteady flow simulation are that dam failure arrival time could be at 02:45 a.m. August 1st 1999 and failure duration time could be also 30 minutes. Downstream 19.5 km from dam site was simulated for unsteady flow analysis in terms of dam failure and non-failure cases. For the parameter calibration, observed data of Jeonkok station were used and roughness coefficient was applied to simulation model. The result of the peak discharge difference was 2,696 to $1,745\;m^3/sec$ along the downstream between dam failure and non-failure and also peak elevation of water level showed meanly 0.6m difference. Those results of these studies show that dam failure scenarios for the unknown failure time and duration were rational because most results were coincident with observed records. And also those results and procedure could suggest how and when dam failure occurs and downstream unsteady flow analyzes.

• Nuclear Engineering and Technology
• /
• 제53권3호
• /
• pp.932-941
• /
• 2021

This paper suggests a fracture simulation method for SFR metallic fuel pin under accident condition. Two major failure mechanisms - creep damage and eutectic penetration - are implemented in the suggested method. To simulate damaged element, stress-reduction concept to reduce stiffness of the damaged element is applied. Using the proposed method, the failure size of cladding can be predicted in addition to the failure time and failure site. To verify the suggested method, Whole-pin furnace (WPF) test and TREAT-M test conducted at Argonne National Laboratory (ANL) are simulated. In all cases, predicted results and experimental results are overall in good agreement. Based on the simulation result, the effect of eutectic-penetration depth representing failure behavior on failure size is studied.

• Journal of Chest Surgery
• /
• 제22권1호
• /
• pp.123-133
• /
• 1989

A clinical evaluation was done on 182 cases of chest trauma which experienced at the Department of Thoracic and Cardiovascular Surgery, National Medical Center, from Sep. 1980 to Dec. 1987. 1] Of 182 cases, 125 cases resulted from non-penetrating chest trauma and 57 cases from penetrating wound. 2] The ratio of male to female was 4.87:1, and age groups between 3rd and 6th decade were 71.9%. 3] The most common causes of chest trauma were traffic accident in non-penetrating and stab wound by knife in penetrating cases. 4] Left thorax was the preferred site of chest injury. 5] The incidences of hemothorax, pneumothorax, and hemopneumothorax were 69.6% in non-penetrating and 91% in penetrating. 6] Rib fractures between 4th rib and 8th rib were 68.8% of total rib fracture cases and left side was preferred site. 7] Methods of treatment were conservative management in 24.7%, closed thoracostomy in 54.9%, open thoracotomy in 14.3%, and etc. 8] The incidence of complications, were 11.5% of total cases, and they were atelectasis [8 cases], empyema [3 cases], pneumonia [3 cases], acute renal failure [2 cases], lung abscess [1 case], and etc. 9] The overall mortality was 6%, and causes of death were hypovolemic shock, renal failure, hepatic failure, respiratory failure, septic shock, and etc.

• Earthquakes and Structures
• /
• 제13권1호
• /
• pp.67-77
• /
• 2017

Oil storage tanks are vital life-line structures, suffered significant damages during past earthquakes. In this study, a numerical model for an unanchored vertical vaulted-type tank was established by ANSYS software, including the tank-liquid coupling, nonlinear uplift and slip effect between the tank bottom and foundation. Four actual earthquakes recorded at different soil sites were selected as input to study the dynamic characteristics of the tank by nonlinear time-history dynamic analysis, including the elephant-foot buckling, the liquid sloshing, the uplift and slip at the bottom. The results demonstrate that, obvious elephant-foot deformation and buckling failure occurred near the bottom of the tank wall under the seismic input of Class-I and Class-IV sites. The local buckling failure appeared at the location close to the elephant-foot because the axial compressive stress exceeded the allowable critical stress. Under the seismic input of Class-IV site, significant nonlinear uplift and slip occurred at the tank bottom. Large amplitude vertical sloshing with a long period occurred on the free surface of the liquid under the seismic wave record at Class-III site. The seismic properties of the storage tank were affected by site class and should be considered in the seismic design of large tanks. Effective measures should be taken to reduce the seismic response of storage tanks, and ensure the safety of tanks.

• 한국환경과학회지
• /
• 제17권11호
• /
• pp.1281-1293
• /
• 2008

This study aims at the estimation of dam failure time and dam failure scenario analysis of and applied to Yeoncheon Dam which was collapsed August 1st 1999, using HEC-HMS, DAMBRK-FLDWAV simulation model. As the result of the rainfall-runoff simulation, the lancet flood amount of the Yeoncheon Dam site was $10,324\;m^3/sec$ and the total outflow was $1,263.90\;million\;m^3$. For the dam failure time estimation, 13 scenarios were assumed including dam failure duration time and starting time, which reviewed to the runoff results. The simulation time was established with 30 minutes intervals between one o'clock to 4 o'clock in the morning on August 1, 1999 for the setup standard for each case of the dam failure time estimation, considering the arrival time of the flood, when the actually measured water level was sharply raising at Jeongok station area of the Yeoncheon Dam downstream, As results, dam failure arrival time could be estimated at 02:45 a.m., August 1st 1999 and duration time could be also 30 minutes. Those results and procedure could suggest how and when dam failure occurs and analyzes.