Recently, Korea Bridge Design Code(KBDC) adapts to the Limit State Design method(L.S.D) in 2012 according to the liberalization of construction market and the flow of international standardization of the design criteria. However, Korea Infrastructure’s Safety Inspection Guideline(KISIG) are still following the bridge safety evaluation applying the A.S.D and U.S.D methods. In this study, introduction of PSC bridge safety evaluation with L.S.D considered the traditional safety evaluation compared to the ASD and USD methods.

In order to evaluate the seismic safety of weir structure subjected to seismic ground motions, simple linear elastic 2D plane strain Finite Model (FE) was developed in ABAQUS platform. Also, the 1994 Northridge earthquake as a ground motion uncertainty was selected. The numerical results showed that the compressive stress was significantly increased in comparison to the results from the design spectrum analysis but the horizontal displacement was reduced about 28%.

This study presents the seismic safety evaluation of weir structures subjected to earthquakes. In order to conduct the numerical analysis using KBC 2009 design spectrum, simple linear elastic 2D plane strain Finite Element (FE) model was modeled in ABAQUS. the results obtained from numerical analysis noted that the weir structure was more sensitive to tensile stress than compressive stress.

In this paper, the strategy of the research project was introduced to develop the safety evaluation factors and the monitering system of underground lifelines against the ground subsidence. This study will be carried out in three steps of concept design, critical technique development and technique verification.

A RSM-based reliability analysis approach is applied to evaluate the safety of floating structures considering uncertainties associated with various design variables. Uncertainties in both load and resistance related variables are explicitly considered in the analysis. It is expected to be practically applied in the reliability-based design of real structures including floating structures.

This study is about an earthquake disaster response system and an application technology for post-earthquake safety evaluation. The mobile application supports field survey on earthquake damage buildings and shortens the surveying time. The results from the mobile are transmitted to a data managing program. And it displays a surveyed-place, result and suggests statics. This system is expected to support local governments to effectively respond to earthquake disasters.

As a sense of practical field, most researchers emphasize the importance of safety management to prevent marine accidents. The purpose of this paper is to develope a new safety evaluation method using Safety Index (SI) which is to measure the emotional feeling of navigation officer by traffic situations. In this study, the questionnaires with SI are used to investigate the degree of sensing levels of navigation officers according to the navigation situations. In addition, the traffic data obtained from AIS (Automatic Identification System) data are used to give actual situations in the questionnaire investigation. As results of questionaries investigations based upon the AIS data, it is shown that the Safety Index can be used as a criterion to determine the safety levels of ship navigating in a coastal areas.

Based on the study of chloride migration coefficient and hydration heat evolution, it was found that the use of ternary blended cement was effective to achieve desired service life and minimum crack index. On the other hand, a high level of compressive strength is required for marine concrete mix design.

3D-analysis by SAP2000 software is required for designing of sea pools in order to settle the problems regarding the degradation of the concrete durability. Sea pools are faced with sea water including salts so it is used high strength concrete, reinforced high strength and urethane for its construction. The purpose of this paper is to establish specifications and data for the construction of the sea pools.

최근 전 세계적으로 지진의 발생빈도가 증가하는 경향을 보이며 일부는 지진해일을 동반한 대규모 피해가 발생하고 있다. 2004년 12월 26일 인도네시아 수마트라 지진해일은 약 30만명의 인명피해와 100억 달러 이상의 재산피해가 발생하였으며, 2011년 3월 11일 일본 동북지방 태평양 연안 지진해일은 15,800여명의 인명피해와 25조엔 이상의 재산피해가 발생했다. 또한 국내에서도 일본의 서해 해역에서 발생한 아키타지진(1983년 5월, M7.7)과 오쿠시리지진(1993년 7월, M7.8)의 영향으로 국내 동해안 일대에 피해가 발생한 사례가 있다. 이러한 추세에도 불구하고 국내에서는 지진해일에 대한 국내 건축물의 대비책은 전무한 실정이다. 따라서 본 연구에서는 국내 건축물에 80%이상을 차지하고 있는 연안가 조적조 건축물에 대한 안전성을 예상 침수심 깊이에 따라 평가하였다.

Prediction method for the long-term chemical leaching amount from by-product/recycled materials such as waste concrete and steel slag and so on is necessary to widely promote their effective utilization and evaluate their environmental safety. Although there are the batch leaching tests and the column leaching test as the testing methods for evaluating the long-term leaching behavior, the leaching mechanism and the testing result compatibility in both tests has insufficiently been clarified yet. Thus, the prediction of the leaching behavior from the by-product/recycled materials used in actual civil works and their environmental safety evaluation are by no means certain. This paper shows the difference between the batch leaching tests and the column leaching tests in the chemical leaching behavior of Cu-slag. The batch leaching tests were conducted under liquid/solid ratio = 10, liquid = distilled water, stirring strength = 0, 30, or 120 rpm. After a certain elapsed time, the leaching solution was exchanged with the pure distilled water and then the stirring was restarted. The elapsed time was set at 1, 2, 4, 8, 16, 32 days. The column leaching tests were also conducted under the same conditions as those of the batch leaching tests in order to evaluate the effects of the pore distribution and the pore flow velocity in the Cu-slag column on the leaching behavior. In the column leaching tests, the effluent passing through the column was circulated as the influent (Fig. 1). The leaching duration in the column tests can be equivalent as that in the batch tests, so that the difference in the leaching behavior between the batch leaching tests and the column leaching tests may be dependent on the pore-scale heterogeneous flow and path generated in porous materials. Figure 2 shows the leaching rate evaluated from the batch leaching tests and the column leaching tests. In the same fluid velocity levels, the leaching rate in the column tests was larger than that in the batch tests. The leaching rate has been considered large with the fluid velocity. Although the fluid velocity generated by the stirring was the same as the flushing velocity on the surface of the Cu-slag in the batch tests, the fluid velocity in the column tests was enhanced because the permeant liquid was concentrated into the limited pore space in the Cu-slag column. Thus, the pore-scale heterogeneous flow and path generated in porous materials should be evaluated in order to clarify the compatibility between the batch leaching tests and the column leaching tests.

As the interest in leisure sports is recently increasing domestically and internationally, the number of descending experience in the air facilities is increasing. Study on the cable and wire installed on a bridge has been actively preceded from the past to the present, but for descending experience in the air facilities for leisure sports, an accident occurs frequently and examination the structural safety of these facilities is still insufficient. Therefore, structural safety by dynamic impact is evaluated through 3-dimensional infinite element modeling and analysis of the steel cable for leisure sports previously installed. It is judged that more systematical safety than before could be secured based on this.

Recently remodeling has been preferred to reconstruction. Remodeling the existing building structure by recycling has great advantages compared with reconstruction in terms of environmentally contributions and reduced use of national resourses. However the story increase during remodelling cause serious problems of structure. This paper intoduces a way to analyze remodelled building using MIDAS GEN

In this paper, structural analysis and causual analysis of superstructure horizontal displacement by retaining wall displacement is realized, as a result, it is considered that retaining wall displacement by soft soil and lateral flow pressure occurred in the soft soil affect superstructure horizontal displacement. Although resistance force is slightly larger than the action force when reviewing superstructure safety, it is considered that repair and reinforce are necessary when considering safety factor with respect to the difficulty of estimating accurate load, and the uncertainty of soil condition.

To evaluate the traffic safety of PSC box bridge for increasing speed 450km/h of KTX, a dynamic analysis of KTX wheel force spectrum is needed concurrently with existing design requirements. The wheel force spectrum are considered the dynamic PSC box bridge behaviors as well as KTX running movements with advanced numerical model. KTX power train is modeled one body, two bogies and four wheel axis as 38 degree of freedoms. The difference of each wheel forces are evaluated for running speed on the bridge upto the increasing target speed to propose new evaluation standards of traffic safety.

Mostly, solar panel support structure has been constructed as flat-type structure. But, it is not harmonized with the existing buildings. Therefore, this study presents the curved support structures and performs the structural analysis for the selection of member size. Also, the structural safety is evaluated through joint experiments and finite element analysis.

본 연구에서는 연약지반에서의 경량콘크리트포장을 적용할때의 안전성 평가를 위해 실제 포장체 사이즈의 1/30으로 축소한 모형을 이용하여 시험을 실시하였다. 연구에서 경량콘크리트 물성을 상사비를 통하여 알류미늄 슬래프 형태로 적용하였으며 슬래브를 지지하는 말뚝 또한 일반 지름 30cm 콘크리트 말뚝을 상사비를 적용하여 알류미늄으로 적용하였다. 연약지반은 카올리나이트를 물과 혼합하여 조성하였으며 연약지반층 하부에는 모래지반을 조성하였다. 시험은 지반조성 후에 포장체를 지반에 관입하고 원심모형실험을 통해 1시간 가량 조성지반에 안정화를 시킨 후 횡방향으로 하중을 가하여 경량콘크리트포장 모형의 안정성를 평가하였다. 시험결과 1G level에서 실험이 끝나는 순간까지 모형의 평균 침하량은 약 4mm의 침하량을 보였으며 30G level에서 안정화하는 1시간동안 1mm의 침하량을 보였다. 또한 횡방향 하중재하시 유한요소 해석을 통한 말뚝이 저항할 수 있는 횡하중 7kg에서 횡방향 변위가 일어나지 않았다.

AMI로 SES 혹은 PES 시술을 시행받은 모든 환자에서 4년 이상의 임상추적 기간이 지난 환자를 대상으로 데이터 를 분석하여 두 스텐트의 안전성과 유용성을 비교해 보고자 하였다. 2004년 1월 1일부터 2006년 8월 31일까지 본원 에서 ST분절 상승 혹은 ST 분절 비상승 급성심근경색증 (STEMI or NSTEMI)로 진단되어 입원 기간 중 관동맥중재 술을 시행받은 환자 중 SES 혹은 PES 삽입술이 시행된 환자를 대상으로 후향적 분석을 시행하였다. 그리고 사망, 심 장사. 심근경색증, 표적 혈관재관류술, 스텐트 혈전증 발생에 대해 분석하였다. 연구 기간 동안 총 668명의 급성심근경색증 환자가 중 522명만 연구 대상에 포함 사망 (18.3±3.0% vs. 14.6±2.2%, p=0.26), 심장사(11.2±2.6% vs. 6.8±1.52%, p=0.39), 심근경색증 (6.4±1.8% vs. 3.3±1.1%, p=0.31), and 스텐트 혈전증 (5.4±1.7% vs. 3.2±1.1%, p=0.53) 표적 혈관재관류술(TVR) (10.0±3.0% vs. 4.0±1.2%, p=0.008) and 심혈관계 임상사건(MACE) (29.4±3.5% vs. 19.4±2.5%, p=0.003) 급성심근경색증의 초기 치료에 약물방출스텐트인 SES와 PES의 4년 장기 임상 성적을 조사한 본 연구를 통해 전체 환자를 대상으로 분석하였을 때 두 스텐트의 장기 사망률, 심장사. 심근경색증, 표적 혈관재관류술, 스텐트 혈전증의 발생은 차이가 없었으나 TVR 및 MACE의 발생은 PES 삽입 환자가 SES삽입 환자보다 유의하게 높았다.

성수대교･삼풍백화점 붕괴사고 등을 계기로 유지관리 분야의 중요성이 대두되면서 1995년 시설물의안전관리에관한특별법이 제정되어 점검･진단이 실시되는 등 본격적인 유지관리체제가 시작됐다. 그러나 점검･진단의 역사가 일천한 관계로 점검･진단에 대한 기술수준이 낮았고 연구 성과 또한 미흡하여 부실 점검･진단에 대한 우려가 상존해 있었다. 이에 2002년 평가제도가 도입 되면서 부실 점검･진단 비율이 지속적으로 낮아져 왔다. 그러나 최근 점검･진단 실시결과 평가실적에 따르면 향후 부실 점검･진단비율이 더 이상 낮아지기 힘든 경향을 보이고 있다. 이를 계기로 부실 점검･진단과 관련하여 관련기관의 설문조사와 메커니즘 측면에서 고찰하므로 서, 부실 점검･진단이 초래되는 근원적인 문제점을 나열하였고, 이를 바탕으로 현행 평가제도의 개선방향을 제시 하고자 하였다.

HACCP methodology was applied in the post-harvest processing and storage of domestic medicinal produces. Particularly in terms of mold and mycotoxin contamination, candidate critical control points (CCP) in the conventional practice in Korean farms were selected and monitored by comparing with on the standard guided processing and storage. When each processing of Angelicae Gigantis Radix were assessed for their safety, the drying steps such as the sun drying or the thermal drying depending on each farm made differences in mold contamination. Moreover, the storage conditions before or after the processing were another critical determinant in the fungal contamination. In other words, storage under 4˚C rather than at room temperature was favorable for reducing mold growth in the harvested crops. Occurrence rate of Aflatoxin B1 (AFB1) in Angelicae Gigantis Radix were 12.8%, but amount of AFB1 in all the collected samples were below 10 ppb regulatory limit allowed in Korea. However, for a few samples of Angelicae Gigantis Radix, still relatively high levels of total amount of the major aflatoxins (aflatoxin B1 + B2 + G1 + G2) were observed around 0.18~49.94 ppb, which is not regulated presently in Korea. It thus can be suggested that post-harvest processing and storage of Korean medicinal crops need further investigation and monitoring to establish the Good Agricultural Practice (GAP), particularly to minimize microbial risk including mold and mycotoxin contamination under the changing climate. Additionally, it is also warranted for new enacting of regulatory limits for total aflatoxins in the medicinal crops.