In this study, the explosion resistance on the normal strength concrete and HPFRCC structure members were evaluated. As a result of TNT ignition test, blow out occurred in normal strength concrete structure member, but HPFRCC structure member only cracked slightly. The structure member with 180 MPa HPFRCC has excellent resistance against explosive load. Therefore, HPFRCC is considered to be applicable to national main facilities and major military facilities.

Frequent unstable natural disasters worldwide in recent year caused damage to large power plants, high-rise buildings, dams and public facilities, resulting in a growing sense of anxiety among people. This is result in the increase of concern for the safety of residential as well as public infrastructure. Considering this growing concern for the public infrastructure a systematic safety evaluation is require. Thus, in this paper, the fragility of weir structure by considering the scour effect of flood was the focused of study. The weir structure in this study was located in Daegu city; it served as the power and water supply and flood prevention. The study was performed by conducting penetration analysis on the variables of the adjacent ground.

Blast-resistant doors are installed to protect human life, precious equipments and materials in the plant and other similar industrial facilities, national important SOC, evacuation facilities and military shelter. In this study structural behavior according to the boundary condition is analyzed. For the simulation the FE program LS-DYNA is used. Anaylsis results will be used to design blast-resistant door in detail.

Blast-resistant doors are installed to protect human life, precious equipments and materials in the plant and other similar industrial facilities, national important SOC, evacuation facilities and military shelter. In this study structural type and design consideration for blast-resistant doors are reviewed to design a bullet- and blastproof structures including doors.

In this research, new structural design and manufacturing method of atypical irregular UHPC structural members were newly introduced. The atypical irregular UHPC member was optimized to design from the conventional rectangular section and a method of nonuniform formwork system was newly created to manufacture the irregular member. The specimens were evaluated by analysis and the newly designed member was improved in bending performance by 2.6 times compared to conventional rectangular concrete beams.

The transition piece of the offshore wind power support structure transmits the load of the tower stably to the support structure on the lower side. The transition piece of the offshore wind power support structure should solve the stress concentration problem in design. In this paper, in order to solve the stress concentration problem occurring at the transition piece of the offshore wind power support structure, the location and the mitigation of the stress concentration have been studied.

In the KEPIC-SNG, the domestic technical standard of the SC structure, the condition that the baseplate supporting the reinforcing bars is not bonded to the surface plate is suggested. However, if the baseplate is bonded only to the wingplate, all of the rebar loads generated on the baseplate will be transferred to the wingplate. The wingplate is expected to be conservatively designed in spacing and thickness to support the rebar load. In this study, the finite element analysis was carried out according to bonding conditions between surface plate and baseplate. As a result, it was confirmed that the overall structural strength was increased when the baseplate and the surface plate were bonded. Based on this result, it is possible to propose an economical design for the RC-SC connection such as increasing the wingplate spacing.

Recently, the frequency of natural disasters in Korea is increasing due to the influence of global climate change, and the importance of quick and accurate monitoring and corresponding response is frequently and strongly stressed in terms of disaster management. In this regard, this study describes a development of realtime safety evaluation system (RSEE) which enables to carryout real-time measurement and safety evaluation of some important SOC water infrastructures (dams, weirs, cut slopes, retaining walls, levees and bridges) installed along the nation registered large scale rivers.

The Integrated Water Infrastructures Safety Management Platform(WINS+) provides safety information of water infrastructures such as dams, weirs, bridges, cut slopes, retaining walls and levees designated as the first class infrastructures to be maintained according to the nations’s safety law. The WINS+ is incorporated with a computerized Standard Operating Procedure (SOP) system that provides crisis warning level (green/blue/yellow/orange/red) to central and individual disaster response managers of waterside structures. Thus it is expected that by using the WINS+ we may strengthen disaster responsiveness and reduce the time for recovery and response at emergency.

In the case of the port mooring facility, jetties with piles are mainly applied in soft ground conditions. In the three-dimensional modeling for the structural analysis of jetties with piles, the boundary conditions between the pile and the ground are universally applied to the Approximate depth of pile supported method and Elastic subgrade reaction spring method. In this study, p-y curve data for the pile ground condition was generated using the LPILE program, and then the nonlinear spring considering the p-y curve as the pile and ground boundary condition was input and analyzed in the 3D modeling of jetties with piles using the MIDAS civil And the necessity of applying the Nonlinear subgrade reaction spring method by comparison with the result and the analysis result according to the existing analysis method is suggested.

The extent damages of concrete structures due to fire occurrence are evaluated. The evaluation of fire safety is evaluated by using the inspection, non-destruction test, fracture test(concrete SEM analysis, concrete heat analysis, rebar fracture test. The criteria for determining the safety of concrete structures are presented using evaluation results.

In this study, an experimental study of Impulse Thermography was carried out on a concrete specimen with in-placed artificial defects at different depths and dimensions. Then, all the data were processed by Pulse Phase Thermography technique by performing Fast Fourier Transformation. The results were compared with the absolute contrast method.

We have identified the subway of structures as subway station users complained of vibrations from a structures when they walked through middle stairs of escalator. As a result of converting the vibration level to the conversion rate, it was measured at 3.846mm/s(82.7dB) on the B1st floor and 0.966mm/s(70.7dB) on the B2nd floor. These results are higher than the domestic standard of 65dB and lower than the international standard of under 5mm/s. It is felt well with the human body, but the structure is considered to be harmless. Therefore, it is deemded the structure is safe to usue. As the result of measuring the national frequency, the stairs on the B1st floor to be 3.01Hz and the stairs B2nd floor to be 5.36Hz. We consider that the users feel discomfort and anxiety on the B1st floor, where displacement and vibrations are higher.

In this study, Integrity evaluation of offshore wind turbine substructure was carried out. The strain values obtained by strain gauges circularly installed on upper part of the substructure was converted into vertical and moment load. Considering directions of the moment load through FEM, the most conservative P-M interaction diagram of the model was graphed. Obtained load values were evaluated by utilizing P-M interaction diagram.

This paper presents a convolutional neural network to automatically conduct the peak picking in frequency domain of structural responses. The peaks in frequency domain have a high potential to be the natural frequencies, which are one of the important indicator to be used for structural health monitoring purposes, such as damage detection, cable tension estimation, and finite element model updating. In general, the peaks with the corresponding natural frequencies are manually selected by the users from the frequency domain. Although this previous approach is possible to simply extract the candidate of natural frequencies, it is inappropriate in the practical applications of the long-term monitoring and the implementation for wireless smart sensor. To overcome the drawbacks, this study proposes the convolutional neural network that can automatically identify the peaks with the corresponding natural frequencies from the frequency domain of structural responses.

기존의 LB-DECK는 레티스바와 현장에서 배근되는 철근과의 간섭이 시공성 등을 저하시키는 문제점이 지적되고 있었다. HB-DECK는 레티스바의 형태를 단순화하고, 방향을 주철근 방향에서 배력근 방향으로 전환하였으며 강성을 증가시키기 위해 하면에 리브를 설치하였다. 본 연구에서는 HB-DECK가 프리캐스트 콘크리트 슬래브로써 성능을 발휘할 수 있는지를 검증하고자 하였다. 이를 위해 도로교설계기준(2015)에 의한 구조검증과 HB-DECK와 현장타설 콘크리트와의 합성거동 분석을 위해 정적재하시험을 수행하였다. 범용구조해석 프로그램인 MIDAS FEA를 이용하여 3차원 유한요소해석을 수행하였으며, 해석결과와 실험결과를 비교분석하였다. 그 결과, HB-DECK는 현장타설 콘크리트와 완전한 합성거동을 하는 것으로 나타났으며, 도로교설계기준(2015)에서 요구하는 구조성능을 만족하는 것으로 나타났다.

알루미늄 규산염(Al2SiO5) 광물은 온도와 압력 환경에 따라 남정석, 홍주석, 규선석으로 상전이가 일어나는 동질이상(polymorph)으로 변성암의 변성정도를 유추하는 데 사용되는 중요한 광물이다. 이번 연구에서는 고전분자동력학 시뮬레이션(classical molecular dynamic simulations)과 양자역학 계산방법인 밀도범함수이론(density functional theory)을 이용하여 압력에 따른 알루미늄 규산염 광물의결정구조와 엔탈피를 계산하고, 상대적인 안정성을 평가하였다. 격자상수 계산결과, 분자동력학과 밀도범함수이론 계산 모두 압력에 따라 부피가 줄어드는 기존의 실험결과와 동일한 경향을 보였다. 특히, 밀도범함수이론으로 얻어진 격자상수는 실험과 약 1% 이내의 오차로 매우 정확한 결과를 보였다. 그러나 엔탈피 계산 결과, 분자동력학에서는 압력에 따른 엔탈피의 변화가 거의 없어 광물 간 안정성이 역전되는 상전이 압력을 구할 수 없었다. 밀도범함수이론 계산 결과는 실험과 동일한 경향을 보여주었지만, 전자의 교환-상관 관계를 나타내는 범함수에 따라 상전이 압력이 크게 다른 결과를 보여주었다. 밀도범함수이론 계산 결과는 결정구조와 엔탈피에 대해서 모두 높은 수준의 정확도를 보여주지만, 동질이상의 상도표 작성에는 정량적으로 큰 오차를 보여주었다.

세계구조(체계)는 중국인 더욱이 중국법철학계가 당면한 문제를 인지하는 방식을 변화시키는 역사적 조건으로 인식되고 있다. 이러한 세계구조(체계)에서 중국법철학의 실질적 가치는 주체, 그리고 하나의 국제시스템의 형성과정에서의 중국관, 더 나아가 이러한 중국관을 통하여 주체적으로 세계체 계의 재구성에 주동적으로 참여할 수 있는냐에 있다. 이는 중국법치가 주체성을 견지하고, 동시에 적극적으로 국제적 담론에 참여하며, 서방가치의 맹목적 수용과 자국가치의 맹목적 추종간의 극단적 충돌을 피할 것을 요구한다.

도시 지역의 불투수층에 내린 강우는 지표면을 따라 흐르다가 대부분 우수관으로 유입되어 유역에서 배출된다. 그러므로 도시 우수관의 설계빈도를 결정하고 설계홍수량을 결정하는 일은 도시 홍수 저감을 위한 구조적인 대책 중 가장 우선적으로 고려되어야 하고, 또 가장 중요한 대책이기도 하다. 그러나 최근 들어 기후변화 등으로 인해 짧은 시간에 큰 강우강도의 호우가 발생하는 일이 잦아지고 있다. 이런 형태의 호우는 불투수면이 많은 도시 지역에서 갑작스럽게 유출량을 증가시켜 증가된 유출량이 일시에 우수관으로 유입되지 못하고 일시적이고 국부적인 홍수를 야기하기도 한다. 그러므로 도심지의 홍수 저감을 위해 우수관망의 적절한 설계가 매우 중요하다. 그러나 무한정 큰 관경의 우수관을 건설하는 것은 경제적으로 타당한 방법이 될 수 없으므로, 적절한 크기의 우수관을 설계하고 유출해석의 신뢰도를 높이기 위한 노력이 필요하다. 그러므로 본 연구에서는 과거 홍수피해가 빈번히 발생했던 도시유역들 중 유역면적과 우수관망의 구조가 다른 4개의 도시를 서울과 부산지역에 선정하여 다양한 강우에 따른 유출해석을 실시하였다. 서울과 부산 기상관측소의 과거 호우 자료에 대한 EPA-SWMM 모형에서의 유출해석 결과, 첨두강우량의 변화에 따른 첨두유출량의 변화를 선형회귀모형으로 분석하였다. 회귀모형의 결정계수와 95% 신뢰구간 및 변동계수를 비교하고, 수계밀도 개념을 적용하여 첨두유출량의 변화를 해석한 결과, 우수관망이 조밀하게 건설되어 수계밀도가 높을수록 증가된 첨두강우량에 따라 함께 증가하는 첨두유출량의 예측이 상대적으로 정확하게 가능함을 확인하였다. 이는 수계밀도가 높을수록 유출응답이 빨라지고 국부적인 우수관의 통수능 부족으로 발생하는 침수의 발생 가능성이 낮아지기 때문인 것으로 보이며, 갑작스러운 강우에 대한 대응이 수월함을 의미한다. 이러한 우수관의 구조적인 특성에 따른 유출 응답 속도를 고려하여 우수관을 설계한다면, 보다 효율적인 우수관 설계가 가능할 것으로 판단된다.