• 한국구조물진단유지관리공학회 논문집
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• 제25권3호
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• pp.68-76
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• 2021

적재설비는 지진으로 인한 막대한 손실이 발생한 사례가 있으나, 현재까지 관련 연구 및 규정이 구조요소에 비하여 상대적으로 미비한 대표적인 비구조 요소이다. 본 연구에서는 적재설비의 기둥-기초 연결부의 고정조건에 따른 외력으로 인한 적재설비의 거동특성을 실험적으로 분석하고자 하였다. 일반적으로 적재설비의 기둥-기초 연결부는 설치 기준 및 규정 없이 사용자의 편의에 따라 설치되고 있다. 이러한 이유에서 본 연구에서는 대표적인 4가지 적재설비의 기둥-기초 연결부 조건을 적용한 4가지 full-scale 적재설비를 대상으로 거동특성 분석 실험을 수행하였다. 거동특성 분석 실험은 El-Centro 지진파로 진동대를 2방향 동시 가진하며 수행하였으며, 지진하중의 크기에 따른 거동특성을 확인하기 위하여 지진파의 50% ~ 150% 까지 각 실험 별 50%씩 증가하며 진행하였다. 추가로 각 적재설비의 기초 고정조건별 고유진동수를 확인하기 위하여 공진 탐색실험을 진행하였다. 실험을 통하여 획득한 데이터 중 최상층의 변위와 실험 후 발생한 영구 변위를 각 조건별로 비교하여 적재설비의 기둥-기초 고정조건에 따른 거동특성을 분석하였다. 그 결과, 적재설비는 기초 조건의 변화에 따른 고유진동수의 변화가 미소하였으며, 입력 하중의 고유진동수의 영향보다는 적재설비 기초 고정조건의 변화로 인한 복원력 차이로 인한 영향으로 인하여 거동특성이 변화되는 것을 확인하였다.

• 한국산학기술학회논문지
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• 제14권4호
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• pp.1799-1809
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• 2013

본 연구는 역량모델 중심 교육프로그램이 청소년의 위험행동 예방을 위한 역량과 위험행동에 미치는 영향을 규명하기 위해 시행되었다. 본 연구의 설계는 비동등성 대조군 사전 사후 유사실험 연구이다. 본 연구의 대상자는 2010년 9월 3일부터 12월 24일까지 G도시 일 중학교의 학급단위로 구성되었으며, 실험군 30명과 대조군 30명이었다. 자료분석은 SPSS 15.0 프로그램을 이용하여, ${\chi}^2$ test, t-test 및 two-way ANOVA로 검정하였다. 연구 결과 역량모델 중심 교육프로그램에 참여한 실험군과 참여하지 않은 대조군은 위험행동 예방 역량 점수가 차이가 있었으며(F=11.25, p=.001), 위험행동 점수도 차이가 있었다(F=16.01, p<.001). 따라서 본 연구의 결과 역량모델 중심 교육프로그램을 받은 청소년과 받지 않은 청소년 간의 위험행동과 위험행동 예방을 위한 역량은 의미 있는 차이가 있는 것으로 파악되었다. 따라서 역량모델 중심의 역량강화에 초점을 둔 프로그램 운영과 접근은 청소년의 위험행동 예방과 해결을 위한 방안으로 적용 가능하다 할 수 있다.

• 산업기술연구
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• 제21권B호
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• pp.205-212
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• 2001

This paper is experimental and numerical research about the sliding behavior of cantilever retaining walls resisting surcharge loads. In experimental research, centrifuge model tests at the lg and 40 g-level were performed by changing the location of model footing and its width. Bearing capacity of model footing and characteristics of load-settlement and load-lateral displacement of retaining wall were investigated. Test results of bearing capacity were compared with modified jarquio method, based on the limit equilibrium method with elasticity theory. For the numerical analysis, the commericially available program of FLAC was used by implementing the hyperbolic constitutive relationships to compare with test result about load-settlement and load-displacement of retaining wall, bearing capacity of strip footing.

• 대한가정학회지
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• 제33권1호
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• pp.45-60
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• 1995

The purpose of this study is to investigate some influencing factors related to the perception and the management behavior on the environmental pollution of the housewives in the metropolis. small city and Kun. This study is also to provide some knowledge and information on the environmental preservation. 2300 questionaires were distributed to the housewives from the end of April to the end of May in 1994. The 1850 quentionaires were obtained and the 1490 data were analyzed by frequency, percentage, mean, t-test, F-test, Duncan's prohoc test, stepwise multiple regression, path analysis and pearson's correlation. The most hypotheses of this study were accepted. Based on the findings of this study, the degree of concerns on the environmental provlems, the enviromental education, the einvironmental articles and the paticipation of the environmental events were the most important factors on the knowledge of the environmental preservation and the perception of the environmental pollution. And these factors were exerted important effects on the management behavior on the environmental preservation.

• 한국지반공학회논문집
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• 제15권6호
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• pp.17-28
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• 1999

본 연구에서는 자연점토의 압밀에 대한 변형률속도의 영향을 해석하기 위하여 비선형 점탄소성 모델을 제안하였다. 연약지반의 점소성 거동은 유일한 유효응력-변형률-변형률속도 (equation omitted)의 관계식으로부터 구할 수 있다. Berthierville 점토에 대한 크리프실험, 다단계 하중실험, Relaxation실험과 같은 실내실험결과와 수치해석결과를 비교하였다. 제안된 점탄소성 모델을 사용하여 자연점토의 압밀거동을 비교적 정확히 예측할 수 있다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.629-637
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• 2010

In this study, we analyzed lateral behavior of connected foundation for transmission tower in clay. For this study, we performed model lateral load test, measured load-displacement curve of connected foundation. For the tests, we manufactured connected foundation model that consider a change of rigidity, installed various measuring sensors for understanding of elements and general foundation behavior. From the test results, we measured load capacities using various methods, compared and analyzed these capacities.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1995년도 추계학술대회 논문집
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• pp.807-810
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• 1995

The effects of weae particles on the friiction and wear behavior of metals in dry sliding conditions are presented. The tribological test were performed using pure metal specimens which were selected based on their degrees of compatibility and hardness ratio. Friction and wear experiments were conducted using both pin-on-disk and reciprocating pin-on-plate type tribotesters to investigate the effect of motion history. Experimental results show that in the case of dry sliding the frictional behavior observed during pin-on-disk test differed form that of pin-on-reciprocator test for the given set of material pairs. The friction coefficient and wear rate were found to be higher for the pin-on-disk tests. It is suspected that the sliding motion of the pin affects the wear particle dynamics, which in turn influences the frictional behavior. The effect of material pair properties seemed to be relatively smaller than that of wear particles. The results of this paper is expected to aid in the design of mechanical systems for best tribological performance.

• Corrosion Science and Technology
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• 제8권3호
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• pp.103-109
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• 2009

An epoxy coating was designed to give a hydrophobic property on its surface by modifying it with three types of Amino Terminated Polydimethylsiloxane (ATP), and then effects of the modification on the structure, surface hydrophobic tendency, water transport behavior and hence corrosion protectiveness of the modified epoxy coating were examined using FT-IR spectroscopy, hydrothermal cyclic test, and impedance test. The surface of epoxy coating was changed from hydrophilic to hydrophobic property due primarily to a phase separation tendency between epoxy and modifier by the modification. The phase separation tendency is more appreciable when modified by ATP with higher molecular weight ATP at higher content. Water transport behavior of the modified epoxy coating decreased more in that with higher hydrophobic surface property. The resistance to localized corrosion of the modified epoxy coated carbon steel was well agreed with its water transport behavior and hydrophobic tendency.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1051-1060
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• 2010

In this study, the pressuremeter test (PMT) and the standard penetration test (SPT) were performed on the lateral pile loading tests site to evaluate the coefficient of subgrade reaction, which is used for load-deformation behavior analysis of laterally loaded piles by elastic subgrade reaction method. As a result, widely used empirical formulas of the coefficient of subgrade reaction by N values of SPT is evaluated conservatively lateral behavior of piles. While the method of directly used PMT results and evaluation method of the coefficient of subgrade reaction considering deformation moduli of soil and a pile diameter that is able to estimate very similar to actual load-deformation behavior of laterally loaded piles in deformation range of 0.5%-1.0% of a pile diameter.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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• pp.166-169
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• 2006

A new bridge system described in this paper uses concrete-filled steel tube (CFT) girders as a replacement for conventional girders. Experimental investigations were carried out to comprehend the flexural behavior of CFT girder-slab deck composite section. The experimental investigation consisted of designing and constructing a test specimen and loading it to collapse in bending to check the applicability of the system. The test results showed that concrete filled steel tube girders have good ductility and maintain its strength up to the end of the loading. In the test, the flexural behavior of each specimen of CFT girder-deck composite section is identified.