• 한국가스학회지
• /
• 제12권1호
• /
• pp.7-12
• /
• 2008

주기적으로 진동이 발생하는 도로 하부에 매설되어 있는 가스 배관의 안정성을 검토하고 동특성을 분석하기 위하여 도로 설계 기준 및 가스공사 배관관리 규정에 의거, 현재 매설 실정을 타당하게 모사할 수 있는 유한요소모델을 구성하였으며, DB-24 하중의 진행속도에 따른 배관 발생 응력분포를 검토하였다. 매설 심도 1.5 m, 차량 이동 속도 $40{\sim}160\;km/h$에 대하여 해석을 실시하였으며, 그 결과, 80 km/h를 정점으로 응력의 증가 추세가 감소로 돌아서는 것을 확인할 수 있었다. DB-24하중에 의하여 최대 약 10 MPa의 응력이 증가 하였으나 설계압력에서 API 5L Gr. X65 매설 배관은 차량의 진동에 대하여 충분한 안정성을 확보하고 있는 것으로 판단된다.

• 한국CDE학회논문집
• /
• 제15권5호
• /
• pp.383-392
• /
• 2010

The purpose of this study is to develop three Judo-doll systems for enhancement of Judo's performance. Traditional Judo training requires a human training partner. Unfortunately it is not always easy to find one. Multifunctional Judo-doll training system has therefore been developed, and is described here. The system consists of a dummy, a power generating mechanism, and kinematic links. The power-generating mechanism generates forces similar to those of a human, by adjusting deadweights and controlling powderbrake's forces. The powderbrake force is controlled by the microprocessor according to the exercise scenario. The kinetic links, which mimic a human training partner's motions, has been developed based on a $Vicon^{TM}$ system's analysis of the movement of human training partners. This mechanism whose name is "L link-wire" consists of L type links, wire, roller, and dead weight. This mechanism generates the force that leads the link to the neutral position regardless the link is pushed or pulled. The lifting mechanism that lifts the doll when the one-armed shoulder throw skill is applied is also developed. A 32-bit microprocessor controls the whole system; it reads the loadcell data, controls the electromagnetic force, and communicates with a PC via Bluetooth. The training history, including loadcell data, date, and training time, is stored in the PC for analysis. This training system can be used to enhance the Judo performance of any self training player.

• 한국구조물진단유지관리공학회 논문집
• /
• 제20권3호
• /
• pp.75-82
• /
• 2016

이 연구에서는 SC 전단벽의 전단 연결재인 스터드의 배치와 형상이 SC 전단벽의 거동에 미치는 영향을 살펴보기 위해 전단벽체가 강제진동을 받을 때의 거동을 해석적으로 검토하였다. 이를 위해 서로 다른 배치간격과 형상의 스터드가 배열된 SC 전단벽을 대상으로 유한요소해석을 수행하였다. 그 결과, 시간이력해석으로부터 구한 감쇠비가 파워반감대역폭법이 전반적으로 높게 그리고 적합지수함수법이 가장 낮은 수준으로 산정했으며 설계강도 절반정도에서의 감쇠비는 3.0~4.2%로, 설계강도에서는 4.1~5.2%로 나타남을 알 수 있었다. 또한, 개선된 스터드를 사용할 때, 감쇠비가 약간 감소하였고 DS1과 DS2 간에는 일관된 결과가 나타나지 않았다. 스터드의 간격이 필요이상 증가할 경우, 고유진동수가 감소하고 감쇠비가 증가함을 확인하였다.

• Earthquakes and Structures
• /
• 제18권2호
• /
• pp.147-162
• /
• 2020

This paper presents a novel precast energy dissipation shear wall (PEDSW) structure system that using mild steel dampers as dry connectors at the vertical joints to connect adjacent wall panels. Analytical studies are systematically conducted to investigate the seismic performance of the proposed PEDSW under sequence-type ground motions. During earthquake events, earthquake sequences have the potential to cause severe damage to structures and threaten life safety. To date, the damage probability of engineering structures under earthquake sequence has not been included in structural design codes. In this study, numerical simulations on single-story PEDSW are carried out to validate the feasibility and reliability of using mild steel dampers to connect the precast shear walls. The seismic responses of the PEDSW and cast-in-place shear wall (CIPSW) are comparatively studied based on nonlinear time-history analyses, and the effectiveness of the proposed high-rise PEDSW is demonstrated. Next, the foreshock-mainshock-aftershock type earthquake sequences are constructed, and the seismic response and fragility curves of the PEDSW under single mainshock and earthquake sequences are analyzed and compared. Finally, the fragility analysis of PEDSW structure under earthquake sequences is performed. The influences of scaling factor of the aftershocks (foreshocks) to the mainshocks on the fragility of the PEDSW structure under different damage states are investigated. The numerical results reveal that neglecting the effect of earthquake sequence can lead to underestimated seismic responses and fragilities, which may result in unsafe design schemes of PEDSW structures.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 추계 학술발표회 2차
• /
• pp.61-67
• /
• 2010

Thick soft clay deposits which are generally located at the west and south coast of the Korean peninsula have complicated characteristics according to their orientation and formation history. Thus, several geotechnical problems could possibly occur when those soft clay deposits are used as foundations for marine structures. Deep cement mixing (DCM) method is one of the most widely used soft soil improvement method for various marine structures, nowadays. DCM method injects binders such as cement into the soft ground directly and mixes with the in-situ soil to improve the strength and other geotechnical properties sufficiently. However, the natural impacts induced by dynamic motions such as ocean waves, wind, typhoon, and tusnami give significant influences on the stability of marine structures and their underlaying foundations. Thus, the dynamic properties become important design criteria to insure the seismic stability of marine structures. In this study, the dynamic behavior of cemented Busan clay is evaluated. Laboratory unconfined compression test and resonant column test are performed on natural in-situ soil and cement mixed specimens to confirm the strength and strain-dependent dynamic behavior variation induced by cement mixing treatment. Results show that the unconfined compressive strength and shear modulus increase with curing time and cement content increment. Finally, the optimized cement mixing ratio for sufficient dynamic stability is obtained through this study. The results of this study are expected to be widely used to improve the reliability of seismic design for marine structures.

• 한국방재학회 논문집
• /
• 제5권3호
• /
• pp.11-21
• /
• 2005

곡선교량의 복잡한 동적거동을 이해하고, 내진해석시 합리적인 해석방법을 선정할 수 있는 기초적인 연구를 수행하기 위하여 ??자유도를 포함한 절점당 7자유도를 갖는 곡선보요소와 직선보요소를 갖는 동적유한 요소해석 프로그램을 사용하여 곡선교량의 내진해석을 수행하였다. 자유진동해석 결과로부터 곡선교량의 모드특성을 직선교량과 비교하여 분석하였다. 또한, 동일지간장을 갖는 직선교와 곡선교의 지진시 거동특성을 분석하고, AASHTO의 정규교량으로 분류된 곡선교량의 내진해석방법에 대해 비교하였다. 또한, 지진하중작용방향과 곡선교량의 내부중심각을 변화시켜 곡선교량의 동적거동을 파악하였다.

• 한국공간구조학회논문집
• /
• 제9권4호
• /
• pp.49-59
• /
• 2009

학교체육관과 같은 소규모 공간구조물의 지진응답은 본래 지진동에 대한 동적응답을 시각이력해석에 의해 검증해야 하지만 통상은 정적해석에 의해 평가하고 있다. 본 연구에서는 학교 체육관의 내진성능평가를 가능하게 하는 정적해석의 진행수순을 나타내기로 한다. 지진하중은 2개의 성능 레벨 즉, 일본의 건축기준법에 정의되어 있는 레벨 1과 2에 대응하는 등가인 정적하중으로 근사한다. 또한, 재하 패턴으로서 고유모드형을 사용하는 것에 대한 중요성을 논의하고, 정적해석의 간단한 순서에 의해 최대연직방향가속도를 평가할수 있는 것을 나타낸다. 아울러, 레벨 2의 입력에 의한 정적해석은 동적해석으로 얻어진 응답치를 과소평가하지만, 일본의 중층구조에 사용되는 "극한내력계산법"에 근사한 등가선형차 기법에 의해 레벨 2의 입력에 대한 탄소성응답이 가능하다는 것을 나타내고자 한다.

• 한국의상디자인학회지
• /
• 제9권3호
• /
• pp.205-220
• /
• 2007

In the 17th century, men's hair style showed a dramatical change to thick hair style with femineity. During the 17th century, men wore their hair longer than at any other time in the history of western culture. Men's hairs in the early 17th century were defined as short hair style influenced by ruff collar of renaissance and thick beards and moustaches During the mid 17th century, shoulder-length hair style was predominant over all classes. As hair style became long, beards and moustaches gradually declined in favour: from 1625, small neat beards, and moustaches turned up at the ends, got progressively smaller, and by 1650 the beard was only small tuft on the chin, disappearing completely by 1680. In the late 17th century, very long, thick and shiny hair got a great popularity with the gorgeous and decorative baroque costume dominated over the entire Europe. The habit of adding false hair when natural hair was deficient led to the introduction of the periwig, which became an essential part of a fashionable man's attire. Wiggery were widely used to express curled and puffed hairs more exaggerated. As the long hair style with wiggery became popular, various style of beard and moustache got smallar so that they were ended up in entire disappearance in the end of the 17th century.

• 한국의상디자인학회지
• /
• 제16권2호
• /
• pp.101-109
• /
• 2014

Bangryeong generally means rectangular collars at present. However, it is estimated that there would be Bangryeong in different shapes besides rectangular shape in ancient times, but there is no accurate evidence. The dispute on the shape of Bangryeong started with the records in Yegi(禮記) and Simui written during Zhou period, China, the oldest records on Bangryeong. However, there are no remains or paintings(pictorial data) accurately proving the different shapes of Bangryeong. While the new shape of Gokgeop(collar of Simui) was mentioned by Zhu Xi during Song period, it was not accurately verified. There are almost no literature, excavated objects or pictorial data on the shapes of Bangryeong which are not definitely identified. The shape of Bangryeong is identified to a certain extent by objects excavated or pictorial data during Yuan and Ming period. There will be definite reasons why Zhou Xibao and Hua Mei, the scholars in China, the y-shaped collar rolled on the chest among the objects excavated during Warring States Period as Bangryeong or Guryeong. Thus, this paper investigated the notes and description in Yegijeongui(禮記正義) and the records and notes during the Han period which are mentioned most frequently except Yegi among the records on Bangryeong. Accordingly, this paper identified that there are different shapes of Bangryeong except rectangular shape during the Han period. It is estimated that Bangyeong at that time had symmetric collars, the collars of Jikryeong which are not overlapped. The collar section after the neck section was straight. It was also said that Bangyeong was women's clothing. In other words, Bangyeong in the Han period suggests that the collar of Jikryeong was Bangryeong. As discussed above, Bangryeong has the long history and different meanings by period. However, it is very difficult to accurately define Bangryeong because there are almost no records on it. Nevertheless, Bangryeong will be discussed more in further study.

• 한국정보전자통신기술학회논문지
• /
• 제11권2호
• /
• pp.209-214
• /
• 2018

도시철도인 지하철은 대중교통 수단 중의 핵심이라고 할 수 있다. 도시 철도는 항상 많은 승객들이 이용하다 보니 도난, 범죄, 테러 등의 심각한 문제에 늘 노출되어 있다. 특히 도시철도 환경 특성상 감시 범위가 넓게 분산되어 있고 감시 대상 범위가 급증하고 있어 기존 CCTV와 같은 수동적인 감시만으로는 종합적인 관리가 어려운 상황이다. 본 논문에서는 도시철도내 지능형 객체인식 시스템을 구성, 설계 방법 및 객체 인식 알고리즘을 제안하고자 한다. 제안하고자 하는 객체 인식시스템은 역사내 카메라 영상을 분석하여 승강장 및 대합실에서 제한구역내 접근이나, 방치 혹은 일정 시간 이상 움직이지 않는 물체가 있는 경우를 위험 상황으로 인지하고 신속하게 대응 할 수 있도록 하고자 하였다. 제안된 알고리즘은 기존 Kalman 필터를 이용한 객체 인식율 84.62%에 비해 지정지역 감지에 대해서는 100%, 방치된 물체 감지는 최소 82% 이상, 움직임이 없는 물체 감지에서는 94% 이상의 감지율을 나타내어 실효성을 입증하였다.