• 대한기계학회:학술대회논문집
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• 대한기계학회 2000년도 춘계학술대회논문집A
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• pp.224-229
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• 2000

This paper describe a (mite element computer simulation of a absorption system using full scale car crash test. The full scale test selected for this study is a 80kmh frontal, side and 25% offset impact of a 1993 Ford Taurus vehicle into a absorption system. This absorption system has external rubber and internal steel pannel. This simulation has completed for decision of these components energy absorption performance. Dynamical performance of this system and movement are obtained from this simulation. and then We can appreciate the safety of passenger from measure the vehicle C.G's acceleration.

• 한국의류학회지
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• 제41권4호
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• pp.771-781
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• 2017

The helmet is an imperative personal protective equipment. This protective device must be able to guard the human head against potential risks. Helmets are classified according into the purpose of use; therefore, the required performance and specifications depend on the type of products. Military helmets are intended to protect the wearer's head from bullets and shrapnel. Generally, lightweight super fibers and fiber reinforced composite materials are used as helmet shell materials, and NIJ STD of U.S. Department of Justice is most widely used as international standard related to bulletproof helmets. Safety helmets are widely used for industrial application and sports leisure. In general, the performance of shock absorption must be ensured, and various lining systems are applied in material, design, and combination methods. Evaluation standards have also been classified and strictly controlled for each purpose; therefore, it is difficult to certify with the existing standards such as the recently developed convergence helmets. However, it is possible to launch the product through a separate national integrated certification procedure.

• Structural Engineering and Mechanics
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• 제87권4호
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• pp.297-304
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• 2023

Targeted introduction of explosion-resisting and energy-absorbing materials and optimization of explosion-resisting composite structural styles in underground engineering are the most important measures for modern engineering protection. They could also improve the survivability of underground engineering in wartime. In order to test explosion-resisting and energy-absorbing effects of high-performance equal-sized-aggregate (HPESA) concrete, the explosive loading tests were conducted on HPESA concrete composite plates by field simple explosion craters. Time-history curves of the explosion pressure at the interfaces were obtained under six conditions with different explosion ranges and different thicknesses of the HPESA concrete plate. Test results show that under the same explosion range, composite plate structures with different thicknesses of the HPESA concrete plate differ significantly in terms of the wave-absorbing ability. Under the three thicknesses in the tests, the wave-absorbing ability is enhanced with the growing thickness and the maximum pressure attenuation index reaches 83.4%. The energy attenuation coefficient of the HPESA concrete plate under different conditions was regressively fitted. The natural logarithm relations between the interlayer plate thickness and the energy attenuation coefficient under the two explosion ranges were attained.

• 생물환경조절학회지
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• 제21권4호
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• pp.437-444
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• 2012

본 연구에서는 현제 농가에서 사용하고 있는 진동흡수장치가 전혀 없는 트레일러(E)와 트레일러의 적재규격에 적합하게 평판스프링과 쇽업쇼바를 동시에 설계 제작한 트레일러(I)를 사용하였다. 트레일러에 360kg의 배를 4층으로 적재한 상태로 아스팔트 도로 위를 2m/s로 정속 주행하면서 발생된 평균 진동 주파수의 크기를 상호 비교하여 개발된 트레일러의 진동흡수 효과를 비교 분석하였다. 개발한 현가장치를 장착한 개량된 트레일러는 60Hz 이하와 80Hz 이하의 주파수에서 기존 트레일러에 비해 진동 가속도의 감소 효과가 매우 크게 나타났다. 기존 트레일러에 비하여 개량된 트레일러에서 평균 진동가속도의 크기는 주파수 영역에 따라서 다르긴 하지만 3분의 1까지 대폭 감소시킬 수 있었다. 후방의 상층에 적재된 농산물일수록 진동가속도의 크기가 높아 부패가 빨리 진행 된다고 보고된 논문과 일치하지 않는 이유는 전 연구자는 적재함의 길이가 14,000mm이었고 본 시험에서 사용한 적재함은 1,820mm로 비교적 짧은 것에서 얻어진 결과로 일정한 경향을 찾기가 어려웠던 것으로 판단된다. 모든 주파수의 영역에서 개량된 트레일러가 기존의 트레일러에 비하여는 진동가속도의 크기가 현저히 낮게 나타났다. 특히 40Hz에서 80Hz까지의 주파수대에서 3분의 1로 진동가속도의 크기를 줄일 수 있어서 농산물의 수송 손실을 대폭 감소시킬 수 있을 것으로 판단된다.

• Structural Engineering and Mechanics
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• 제61권3호
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• pp.419-426
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• 2017

Recently, the transportation of dangerous explosive goods is increasing, which makes vehicle blasting accidents a potential threat for the safety of bridge structures. In addition, blasting accidents happen more easily when earthquake occurs. Excessive dynamic response of bridges under extreme loads may cause local member damage, serviceability issues, or even failure of the whole structure. In this paper, a new explosion-proof and aseismic system is proposed including cable support damping bearing and steel-fiber reinforced concrete based on the existing researches. Then, considering one 40m-span simply supported concrete T-bridge as the prototype, through scale model test and numerical simulation, the dynamic response of the bridge under three conditions including only earthquake, only blast load and the combination of the two extreme loads is obtained and the applicability of this explosion-proof and aseismic system is explored. Results of the study show that this explosion-proof and aseismic system has good adaptability to seism and blast load at different level. The reducing vibration isolation efficiency of cable support damping bearing is pretty high. Increasing cables does not affect the good shock-absorption performance of the original bearing. The new system is good at shock absorption and displacement limitation. It works well in reducing the vertical dynamic response of beam body, and could limit the relative displacement between main girder and capping beam in different orientation so as to solve the problem of beam falling. The study also shows that the enhancement of steel fibers in concrete could significantly improve the blast resistance of main beam. Results of this paper can be used in the process of antiknock design, and provide strong theoretical basis for comprehensive protection and support of girder bridges.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.323-328
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• 2002

The 1995 devastating Hyogoken-Nambu earthquake sent mental shock waves that awakened the public concern about the seismic performance of infrastructures in Korea. Seismic safety of reinforced concrete bridge piers could be secured through sufficient strength and stiffness of longitudinal steels and confined core concrete, and through ductile behaviour of bridge piers in the inelastic range. This study has been performed to verify the effect of lap spliced longitudinal steel for the seismic behavior of reinforced concrete bridge piers. Quasi-static test has been done to investigate the physical seismic performance of RC bridge piers, such as displacement ductility, energy absorption etc.

• Computers and Concrete
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• 제26권3호
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• pp.275-283
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• 2020

Reinforced concrete (RC) does not provide sufficient resistance against impacts and blast loads, and the brittle structure of RC fails to protect against fractures due to the lack of shock absorption. Investigations on improving its resistance against explosion and impact have been actively conducted on high-performance fiber-reinforced cementitious composites (HPFRCCs), such as fiber-reinforced concrete and ultra-high-performance concrete. For these HPFRCCs, however, tensile strength and toughness are still significantly lower compared to compressive strength due to their limited fiber volume fraction. Therefore, in this study, the tensile behavior of slurry-infiltrated fiber-reinforced cementitious composites (SIFRCCs), which can accommodate a large number of steel fibers, was analyzed under static and dynamic loading to improve the shortcomings of RC and to enhance its explosion and impact resistance. The fiber volume fractions of SIFRCCs were set to 4%, 5%, and 6%, and three strain rate levels (maximum strain rate: 250 s^-1) were applied. As a result, the tensile strength exceeded 15 MPa under static load, and the dynamic tensile strength reached a maximum of 40 MPa. In addition, tensile characteristics, such as tensile strength, deformation capacity, and energy absorption capacity, were improved as the fiber volume fraction and strain rate increased.

• 한국자동차공학회논문집
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• 제24권3호
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• pp.352-357
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• 2016

More recently, workers and passengers of casualties has increased by rear-end collisions of unexpected while working on the road. Recently attracted air chamber TMA mounting car accidents which occurred in 3 years, and analyzed the effect of reducing the shock absorption and protection performance and casualties. There is a risk of the vehicle AIS4 more injury of high five accidents of casualties risk, also, was the analysis that there is risk of death was avoided by the air chamber TMA and SGT. Therefore, by mounting the TMA in the rear-end accident, so you can reduce the death and casualties, it must be increased this of attach rate for road construction vehicle.

• 전기학회논문지
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• 제65권7호
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• pp.1242-1246
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• 2016

Heel rocking phase in gait cycle is from initial contact to forefoot contact. The purpose of this study was to investigate the effect of age on heel rocking time. Seven young women ($21.9{\pm}1.5yrs$) and seven elderly women ($74.1{\pm}6.7yrs$) participated in this study. Subjects wore the shoes equipped with pressure sensors and walked along 10 m walkway at comfortable speeds. Stride time, stance time, and heel rocking time were compared between groups. Stride time was not different between groups (p=0.087). Stance time was longer (p<0.001) but heel rocking time was shorter in the elderly than in the young (p<0.001). The shorter heel-rocking time in elderly women indicates less efficient shock-absorption in the heel-rocking phase, which might be related to the abnormal control and/or reduced performance of ankle dorsiflexors.

• 한국지반환경공학회 논문집
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• 제15권11호
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• pp.53-59
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• 2014

낙석방지망에 대한 기존 연구 결과에 의하면 종래의 낙석방지망에서 발생되는 대표적인 문제점으로 이완성이 없는 횡방향 와이어로프에 의해 발생되는 낙석 중량의 누적현상, 지반과 낙석방지망의 결합지점 부족으로 인한 인발지지력 부족, 낙석의 과도한 충격으로 인한 철망의 빈번한 파손, 낙석방지망의 유지관리 시 철망의 재사용의 어려움 등이 보고되고 있다. 선행 연구를 통해 실내에서의 인장력과 현장실험이 실시되어 새로운 낙석방지망의 효과를 검증한 바 있다. 선행연구에 이어 본 연구에서는 기존의 사각낙석방지망과 비교하여 충격 완화형 육각 낙석방지망의 전체적인 구조적 안정성과 성능을 수치해석적 방법을 통해 점검하는 것에 그 목적이 있으며, 이를 충분히 검토하고 결과를 얻을 수 있도록 수치해석 프로그램이 설정되었다. 수치해석 결과를 종합해볼 때 동일한 단일 셀 간격 뿐만 아니라 동일한 면적비로 비교하더라도 육각 낙석방지망이 사각 낙석방지망에 비해 하중분배 효과가 우수한 것으로 나타났으며, 육각 낙석방지망은 낙석하중이 작용할 경우 이를 효율적으로 분산시킴으로써 과도한 하중 집중이 발생하는 것을 피할 수 있어 장기적인 안정성 확보에 유리할 것으로 판단된다.