• Structural Engineering and Mechanics
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• 제65권3호
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• pp.315-325
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• 2018

This paper predicts the flexural behaviour of reinforced concrete (RC) beams strengthened with a precast strip of ultra-high performance fiber-reinforced concrete (UHPFRC). In the first phase, ultimate load capacity of preloaded and strengthened RC beams by UHPFRC was predicted by using various analytical models available in the literature. RC beams were preloaded under static loading approximately to 70%, 80% and 90% of ultimate load of control beams. The models such as modified Kaar and sectional analysis predicted the ultimate load in close agreement to the corresponding experimental observations. In the second phase, the famous fatigue life models such as Papakonstantinou model and Ferrier model were employed to predict the number of cycles to failure and the corresponding deflection. The models were used to predict the life of the (i) strengthened RC beams after subjecting them to different pre-loadings (70%, 80% and 90% of ultimate load) under static loading and (ii) strengthened RC beams after subjecting them to different preloading cycles under fatigue loading. In both the cases precast UHPFRC strip of 10 mm thickness is attached on the tension face. It is found that both the models predicted the number of cycles to failure and the corresponding deflection very close to the experimental values. It can be concluded that the models are found to be robust and reliable for cement based strengthening systems also. Further, the Wang model which is based on Palmgren-Miner's rule is employed to predict the no. of cycles to failure and it is found that the predicted values are in very good agreement with the corresponding experimental observations.

• 대한기계학회논문집B
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• 제36권12호
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• pp.1171-1176
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• 2012

실리콘 기판 위에 플라즈마 기상층착법을 이용하여 합성된 탄소나노튜브를 화학적인 방법이나 전자빔 혹은 이온빔과 같은 진공 챔버 내에서의 공정없이 펨토초레이저를 이용하여 선택적으로 패터닝 하는 방법을 구현하였다. 플라즈마 기상층착법으로 합성된 탄소나노튜브는 수직성장이 가능하며 탄소나노튜브 간의 간격을 조절하여 성장이 가능하다. 이러한 장점으로 전계방출소자, 바이오센서 등의 응용을 위하여 이용되는 합성 방법이다. 이러한 응용을 위하여 선택적으로 나노튜브를 제거하고 탄소나노튜브 끝의 촉매금속을 제거하는 것이 응용의 효율을 높이는데 매우 중요하다. 본 연구에서는 탄소나노튜브의 전기적, 구조적 특성에 영향을 줄 수 있는 화학적인 방법을 사용하지 않고 펨토초레이저를 사용하여 패터닝과 촉매금속을 제거하는 방법을 구현하였다.

• Journal of Information Processing Systems
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• 제5권1호
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• pp.33-40
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• 2009

Ever since the network-based malicious code commonly known as a 'worm' surfaced in the early part of the 1980's, its prevalence has grown more and more. The RCS (Random Constant Spreading) worm has become a dominant, malicious virus in recent computer networking circles. The worm retards the availability of an overall network by exhausting resources such as CPU capacity, network peripherals and transfer bandwidth, causing damage to an uninfected system as well as an infected system. The generation and spreading cycle of these worms progress rapidly. The existing studies to counter malicious code have studied the Microscopic Model for detecting worm generation based on some specific pattern or sign of attack, thus preventing its spread by countering the worm directly on detection. However, due to zero-day threat actualization, rapid spreading of the RCS worm and reduction of survival time, securing a security model to ensure the survivability of the network became an urgent problem that the existing solution-oriented security measures did not address. This paper analyzes the recently studied efficient dynamic network. Essentially, this paper suggests a model that dynamically controls the RCS worm using the characteristics of Power-Law and depth distribution of the delivery node, which is commonly seen in preferential growth networks. Moreover, we suggest a model that dynamically controls the spread of the worm using information about the depth distribution of delivery. We also verified via simulation that the load for each node was minimized at an optimal depth to effectively restrain the spread of the worm.

• 터널과지하공간
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• 제25권6호
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• pp.496-504
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• 2015

로드헤더는 커팅헤드에 픽커터를 설치하여 지반을 굴착하는 장비이다. 픽커터는 일반적으로 코니컬타입을 사용하며, 코니컬 픽커터는 선단부에 마모에 강한 텅스텐카바이드 팁을 사용하여 커터의 소모를 감소시키는 굴착 도구이다. 본 연구에서는 구리광산의 망토와 역암으로 구성된 복합지반을 대상으로 로드헤더 커팅헤드에 3종류의 코니컬 픽커터를 사용하여 내구성능을 살펴보았다. 현장적용 후, 픽커터의 육안조사와 중량감소율 측정, 그리고 CT 및 SEM을 이용한 내 외부 균열조사를 수행한 결과, 하드페이싱으로 보강한 코니컬 픽커터의 내구성능이 가장 우수하였으며, 각 코니컬 픽커터의 내 외부에서는 현장적용 전과 후 모두에서 매크로 크랙 및 미세균열을 발견할 수 없었다.

• 터널과지하공간
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• 제19권5호
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• pp.397-406
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• 2009

최근에는 구조적 노후화 및 기능적 요건을 만족하지 못하여 해체되는 산업구조물의 수요가 증가하고 있으며, 해체과정에서 발생되는 시간적, 공간적 환경위해요소를 최소화하기 위해 발파해체공법의 적용이 증가하고 있다. 본 시공 사례는 구조적 노후화와 기능적 요건을 충족하지 못하는 대단면 철근콘크리트 특수구조물인 Crusher & Screen 구조물의 발파해체를 기술하였다. 대단면 철근콘크리트 부재에 대한 다양한 사전취약화 및 발파패턴을 적용하였으며 발파진동 및 충격진동을 감소시키기 위해 동일한 기둥 내에서의 발파시차 및 발파구역간의 발파시차를 설정하였다. 대단면 철근콘크리트 특수구조물의 해체에 발파해체공법을 적용함으로써 주변 시설물에 대한 피해없이 안전하고 효율적으로 해체가 완료되었다.

• 터널과지하공간
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• 제27권6호
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• pp.387-392
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• 2017

최근 도심지 도로 하부 지반함몰 사고는 상수관로, 하수관거, 통신관로, 가스관로, 배전지중관로, 지하철 등의 다양한 공익시설 및 지하구조물이 시공되고 있으며 이러한 시설물의 부적절한 시공, 노후로 인한 시설물 손상, 유지관리 소홀이 그 원인으로 추정되고 있다. 도로함몰은 도로하부에서 매설관 파손 등의 원인으로 공동이 발생한 후 공동이 성장 확대되어 포장면 하부까지 도달하고 도로를 통행하는 차량의 하중을 도로포장 부분이 지탱할 수 없을 정도의 소성변형이 발생하여 갑자기 함몰이 발생할 경우 인명피해 및 교통장애를 초래하는 등 사회전반적인 안전과 경제 발전에 위협이 될 수 있다. 서울시에서는 도로 하부의 공동이 함몰되기 이전 단계에서 3D GPR 탐사를 통해 발견하여 복구함으로써 지반함몰에 따른 피해를 사전에 차단하는 노력이 우선적으로 진행되고 있으며 그 사례를 소개하였다.

• 대한물리치료과학회지
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• 제2권4호
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• pp.817-822
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• 1995

Even though back pain therapy has greatly improved as spinal bio-mechanics is introduced, many patients still have difficulties due to low back pain. At the initial therapeutic stage, the aim of rehabilitation therapy for low back pain is pain control, but, at the later therapeutic stage, the prime aims are to reduce the late complication and to prevent the recurrence of low back pain. Accurate diagnosis should be a first step before any therapy is planned. Thus, accurate physical, neurologic, E.M.G. and radiologic tests are required to give prescription for therapeutic exercise to the patients. In addition to this, the roles of theraphists and therapeutic exercise should be re-evaluated after the therapeutic exercise is performed. Fist of all, the most important things are to educate the patients to understand the low back pain and to let the patients join the therapeutical planning. 1. Bed rest and muscle relaxing exercise for releasing the muscle tention are required for the treatment of acute low back pain. An active exercise is recommended rather than a passive exercise. If the therapeutic exercise depravate the low back pain, the exercise should be immediately terminated and the therapeutical exercise should be replanned. 2. For the treatment of the chronic back pain, stretching exercise and para-spinal muscle strengthening exercise should be performed steadily and actively to prevent the recurrence of low back pain and the low back injury due to minor damage. The patients should be educated to do proper exercise and to maintain good posture in everyday life. 3. As the low back pain is released and the body function is recovered, control of whole body function is necessary. Swiming, bicycling and walking for $30\sim40$ minutes a day and $3\sim4$ days a week are recommended. Other exercise could be recommended depending on the patients condition.

• Structural Engineering and Mechanics
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• 제66권2호
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• pp.217-227
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• 2018

In the last decades, valuable results have been reported regarding conventional passive, active, semi-active, and hybrid structural control systems on two-dimensional and a few three-dimensional shear buildings. In this research, using a three-dimensional finite element model of high-rise concrete structures, designed by performance based plastic design method, it was attempted to construct a relatively close to reality model of concrete structures equipped with Tuned Mass Damper (TMD) by considering the effect of soil-structure interaction (SSI), torsion effect, hysteresis behavior and cracking effect of concrete. In contrast to previous studies which have focused mainly on linearly designed structures, in this study, using performance-based plastic design (PBPD) design approach, nonlinear behavior of the structures was considered from the beginning of the design stage. Inelastic time history analysis on a detailed model of twenty-story concrete structure was performed under a far-field ground motion record set. The seismic responses of the structure by considering SSI effect are studied by eight main objective functions that are related to the performance of the structure, containing: lateral displacement, acceleration, inter-story drift, plastic energy dissipation, shear force, number of plastic hinges, local plastic energy and rotation of plastic hinges. The tuning problem of TMD based on tuned mass spectra is set by considering five of the eight previously described functions. Results reveal that the structural damage distribution range is retracted and inter-story drift distribution in height of the structure is more uniform. It is strongly suggested to consider the effect of SSI in structural design and analysis.

• Structural Engineering and Mechanics
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• 제58권5호
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• pp.757-781
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• 2016

The results of diagnostics and analysis of an industrial hall located on the premises of a thermal power plant severely damaged by fire are presented in the paper. The comprehensive failure-related diagnostics, non-destructive and destructive tests of steel and concrete materials, geodetic surveying of selected structural members, numerical modelling, static analysis and reliability assessment were focused on two basic goals: The determination of the current technical condition of the load bearing structure and the assessment of its post fire resistance as well as assessing the degree of damage and subsequent design of reconstruction measures and arrangements which would enable the safe and reliable use of the building. The current mechanical properties of the steel material obtained from the tests and measured geometric characteristics of the structural members with imperfections were employed in finite element models to study the post-fire behaviour of the structure. In order to compare the behaviour of the numerically modelled steel roof truss, subjected to the effects of fire, with the real post-fire response of the damaged structure theoretically obtained resistance, critical temperature and the time at which the structure no longer meets the required reliability criteria under its given loading are compared with real values. A very good agreement between the simulated results and real characteristics of the structure after the fire was observed.

• Journal of Welding and Joining
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• 제26권4호
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• pp.85-91
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• 2008

The grooving corrosion is caused mainly by the different microstructures between the matrix and weld which is formed during the rapid heating and cooling cycle in welding. By this localized corrosion reaction of pipes, it evolves economic problems such as the early damage of industrial facilities and pipe lines of apartment, and water pollution. So lots of researches were carried out already about grooving corrosion mechanism of ERW carbon steel pipe but there is seldom study for water hammer happened by fluid phenomenon and corrosion rate by flow velocity. In this study, the analysis based on hydrodynamic and fracture mechanics was carried out. ANSYS, FLUENT and STAR-CD were used for confirmation of flow phenomenon and stress on the pipe. As the results, fatigue failure is able to be happened by water hammer and grooving corrosion rate is increased cause by turbulent. Grooving corrosion is happened on the pipe, then friction loss of fluid is occurred from corroded part. Erosion can be happened enough in corroded region of microscopic size that wear "V" form. Also pipe is able to be damaged by water hammer effects because of corroded region is general acting as a notch effects. Corrosion depth was more than half of total thickness, it can be damaged from water hammer pressure.