• 제목/요약/키워드: Station structure

검색결과 871건 처리시간 0.026초

ANALYTICAL STUDY OF PUBLIC EVALUTION OF STATION

  • Imada, Hirofumi
    • 한국감성과학회:학술대회논문집
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    • 한국감성과학회 2000년도 춘계 학술대회 및 국제 감성공학 심포지움 논문집 Proceeding of the 2000 Spring Conference of KOSES and International Sensibility Ergonomics Symposium
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    • pp.271-276
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    • 2000
  • A railway station forecourt is the first place in a city that may make an impression on first time visitors. Their first impression is influenced by the view of the city from the station. This study had two objectives: one was to clarify the evaluation structure of a station forecourt landscape and the other was to clarify the effect of landscape elements on public preference using multivariate analysis, and to discuss the problems of designing a station forecourt. In order to accomplish these objectives, psychological experiments based on photos of station forecourts were carried out, and the relationship between public preference and landscape elements was analyzed. A significant relationship between public preference and elements of a station forecourt landscape was quantitatively observed and several problems inherent to station forecourt design were identified.

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지하철역 캐노피의 설치현황에 따른 디자인 평가에 관한 연구 - 대구광역시 지하철역 캐노피를 대상으로 - (A Study on the Evaluation according to the Situation of Subway Station Canopy - Focused on the Subway Station in Daegu -)

  • 김민희;김종하;이정호
    • 한국실내디자인학회논문집
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    • 제18권3호
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    • pp.74-83
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    • 2009
  • This study is subway station canopy evaluation to improve the landscape of a street furniture design. From a survey of the professional abstracted the design elements of subway station canopy in Daegu. And then, it practiced a canopy design appreciation by the analysis of appreciation items. The results are as follows. First, this research analyzes each quality a classified by the four characteristics at the subway station. In general station case, the slope roof was consistent in used to be unified. If the symbol of the express station wasn't common in cross-section or material. In addition, the design evaluation in the lower canopy were evaluated. Therefore, in case of the city installed in the canopy, the characteristic of city gateway and the symbolic characteristic of a design that is required. Second, subway station canopy existed in widely opened site come out a lower rating about safety. Therefore, considering the safety light device or system need to do. Third, if the horizontal or sloping roof shape come out in a lower rating, the highly evaluated curve shape is considered to apply. Forth, a structure material of the canopy was highly evaluated the aluminum composite panels and structural steel pipes. Therefore, to improve a beauty of the city, to give rhythm to a structure material of the canopy of the aluminum composite panels and structural steel pipes will be desirable to use as the main ingredient.

독도해양과학기지 건설 관련 법적 쟁점에 관한 고찰 (Legal Issues Relating to Construction of the Dokdo Ocean Research Station)

  • 이용희
    • Ocean and Polar Research
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    • 제32권4호
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    • pp.427-437
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    • 2010
  • The Korean Government is trying to construct an ocean research station in Dokdo's water. The station would be the third ocean research station following the Ieodo station and the Gageocho station. Although the new station would served as a scientific research base for peaceful and academic purposes, the construction of the station will almost certainly lead to a diplomatic dispute between Japan and Korea in the near future due to the disputed ownership of the island. In light of the diplomatic protests against the construction of the Ieodo station by the Chinese Government, various domestic and international legal issues which could be raised regarding the construction of the Dokdo station need to be reviewed. Therefore, this article reviews the international legal status of the station and the rights and duties pertaining to its construction, investigates the domestic legal grounds relating to the construction and operation of the marine scientific installation, evaluates the international legal impacts of the construction on the expansion of maritime jurisdiction, the effective control on Dokdo and the negotiations on maritime boundary delimitation, and finally draws conclusions on the future activities of the Korean Government for the construction and operation of the Dokdo Ocean Research Station.

Effects of Nitrogen Level and Seedling Number on Panicle Structure in Japonica Rice

  • Kim, Bo-Kyeong;Kim, Ki-Young;Oh, Myung-Kyu;Shin, Mun-Sik;Ko, Jae-Kwon;Lee, Jae-Kil;Kang, Hee-Kyoung
    • 한국작물학회지
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    • 제48권2호
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    • pp.120-126
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    • 2003
  • Four different rice varieties, Sindongjinbyeo, Dongjin #1, Saegyehwabyeo, and Iksan 467, were transplanted under three different nitrogen levels and two different seedling numbers per hill to obtain basic information on panicle traits under different cultural conditions and to propose the ideal panicle structure in Japonica rice. Sindongjinbyeo and Iksan 467 were characterized by more primary rachis branches (PRBs) per panicle and more grains on PRB than other cultivars. The two varieties also had fewer secondary rachis branches (SRBs) per PRB and fewer grains on SRB per PRB. These characteristics, consequently, resulted in higher ripened grain rate, contrary to that of Dongjin #1 and Saegyehwabyeo. In the correlation coefficient analysis, PRB number per panicle and grain number on PRB per panicle were positively correlated with ripened grain rate, while SRB number per panicle, number of grains on SRB per panicle, SRB number per PRB, number of grains on SRB per PRB and grain number per panicle were negatively correlated with ripened grain rate. Therefore, the number of grains on PRB per panicle, SRB number per PRB and the number of grains on SRB per PRB were the appropriate criteria for determining and achieving higher ripened grain rate in rice. High ripened grain rate over 90% was obtainable with over 12.5 PRBs per panicle and 63 grains on PRB per panicle, and with under 1.7 SRBs per PRB, 5 grains on SRB per PRB, 130 grains per panicle, and 14 panicles per hill. The study recommended that for over 90% high ripened grain rate, the critical limiting factors should be under 2 SRBs per PRB, 6 grains per PRB, and 130 grains per panicle, irrespective of the PRB number per panicle and the number of grains on PRB.

선하역사의 슬래브 진동에 의한 소음방사 특성에 관한 연구 (A Study of Noise Characteristics Induced by Slab Vibration for the Elevated Railway Station)

  • 김진호;장동두;지용수
    • 한국산학기술학회논문지
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    • 제16권5호
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    • pp.3557-3566
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    • 2015
  • 궤도가 역사의 상부에서 연결되는 선하역사 형식의 경우 일반 역사 구조형식과 달리 진동이 직접 전달되는 구조적 특성으로 인하여 진동 및 소음레벨이 타 형식의 역사와 대비하여 상대적으로 높은 상황이다. 따라서 구조물 진동과 이로 인해 발생되는 구조물 기인 소음에 대한 특성 파악과 그 결과를 활용한 저감 방안의 수립이 필요하다. 본 연구에서는 기존 슬래브와 진동을 절연시키는 구조형식의 플로팅 슬래브에 대하여 외력에 의한 가진 시 발생하는 구조적 진동과 이로 인한 구조물 기인 소음의 상관성을 고찰하고자 실험과 해석을 수행하였다. 표준형 및 플로팅 슬래브를 제작하여 가진함으로써 진동응답과 소음을 계측하였고, 수치해석, 유한요소법과 SEA 기법을 활용하여 시뮬레이션을 수행하였다, 실험 및 해석을 통하여 슬래브의 동적 구조적 특성, 구조물 진동과 소음의 상관성, 플로팅 슬래브의 저감 효과 등에 관한 결과를 도출하였다.

CDMA 시스템 인증을 위한 암호 해쉬 함수의 구현 (Implementation of Cryptographic Hash Function for CDMA System Authentication)

  • 황재진;채현석;최명렬
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 2004년도 하계종합학술대회 논문집(1)
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    • pp.297-300
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    • 2004
  • In cellular communication, subscriber authentication is an essential technique. The mobile station should operate in conjunction with the base station to authenticate the identity. In CDMA system, authentication is the process by which information is exchanged between a mobile station and base station for the purpose of confirming the mobile station. A successful authentication process means that the mobile station and base station process identical sets of shared secret data(SSD). SSD can be generated by authentication algorithms. The cryptographic hash function is a practical way of authentication algorithms. In this paper, we propose and implement MD5 and SHA-1 with modified structure.

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Effects of the earth fissure on the seismic response characteristics of a nearby metro station

  • Jiang Chang;Yahong Deng;Huandong Mu
    • Earthquakes and Structures
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    • 제24권1호
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    • pp.53-64
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    • 2023
  • Earth fissures with several kilometers will inevitably approach or cross the metro line, significantly threatening the safety of the underground structure in the earth fissure site. However, the influence of the earth fissure site's amplification effect on the metro station's dynamic response is still unclear. A representative earth fissure in Xi'an was taken as an example to establish a numerical model of a metro station in the earth fissure site. The dynamic response characteristics of the metro stations at different distances from the earth fissure under various seismic waves were calculated. The results show that the existence of the earth fissure significantly amplifies the dynamic response of the nearby underground structures. The responses of the axial force, shear force, bending moment, normal stress, horizontal displacement, inter-story drift, and relative slip of the metro station were all amplified within a specific influence range. The amplification effect increases with the seismic wave intensity. The amplification effect caused by the earth fissure has relatively weak impacts on the axial shear, shear force, bending movement, normal stress, and horizontal movement; slightly larger impacts on the inter-story drift and acceleration; and a significant impact on the relative slip. The influence ranges of the axial force and normal stress are approximately 20 m. The influence ranges of the acceleration and inter-story drift can reach 30 m. Therefore, the seismic fortification level of the underground structure in the earth fissure site needs to be improved.

철도선하역사 접속교량의 진동전달 특성 분석 (Analysis of Vibration Transfer Characteristics of Approach Bridges for an Elevated Railroad Station)

  • 최상현;김진호;유용;권세곤
    • 한국산학기술학회논문지
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    • 제16권4호
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    • pp.2911-2916
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    • 2015
  • 선하역사는 구조물 상부에 열차가 운행하는 구조로서 타 역사 구조물에 비하여 역사 내의 소음 진동에 취약한 구조이다. 선하역사의 진동 특성을 보다 정확히 파악하기 위해서는 접속교량에서 전달되는 진동에 대한 분석이 필요하다. 이 논문에서는 실험 및 해석을 통하여 접속교량에서 선하역사로 전달되는 진동의 특성을 분석하였다. 대상 구조물은 경춘선 금곡역으로 ABAQUS 3차원 수치해석 모델을 이용하여 해석을 수행하였다. 받침 변화에 따른 접속교량과 역사의 전달 특성 변화를 분석하기 위하여, 철도교량에 적용되어온 다양한 받침의 역학적 성질을 고려하여 해석을 수행하였다. 현장 진동 계측은 열차진행 방향에 따라 접속 교량 및 역사 구조물에 대하여 가속도계를 이용하여 수행하였다.