• Title/Summary/Keyword: station

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A Study on the Facade Image and Emotional Response considering Geographical Language of Railway Station - focused on Metropolitan Line of Chungcheong Railway - (철도 역명의 유래를 통하여 본 파사드 이미지 및 감성반응에 관한 연구 -충청권 광역 전철화 노선을 중심으로-)

  • Kim, Taiyoung;Oh, Sungjin
    • Journal of the Regional Association of Architectural Institute of Korea
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    • v.20 no.6
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    • pp.63-70
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    • 2018

  • This study is aimed to reflect the current status survey, analysis and response of 10 railway stations using geographical names in one of 19 stations located on Gyeongbu, Honam and Chungbuk line. Most railway stations in the study have shown normal images that are close to the standard type by selecting similar building materials rather than reflecting geographical features. Aside from the shape of the traditional Korean house in Cheongju, almost all newly constructed stations tend to incorporate light gray plating material on their modern exterior to produce Family look design as a railroad station. According to a survey of the sensitivity of the station's name, Osong Station was 73.6 percent, Gyeryong Station 67.3 percent, Heukseok-ri Station was 64.5 percent, Shintan-jin 62.6 percent, and Yeonsan Station 57 percent, more than half. Therefore, the results of the five stations were presented as a calculation and proposed design release focusing on the facades of each station. Each of these stations suggested a way to express the facade design image, considering the railway operation status of Korea Railroad, the area of the station and other surroundings.

  • KSCI

Seismic Performance Analysis of RC Subway Station Structures (철근콘크리트 지하철 정거장 구조물의 내진 성능 해석)

  • 남상혁;송하원;변근주
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.10a
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    • pp.123-128
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    • 2002

  • In this paper, an averaged constitutive model of concrete and reinforcing bars for RC structure and path-dependent Ohsaki's model for soil are applied, and an elasto-plastic interface model having thickness is preposed for seismic analysis of underground RC subway station structure. A finite element analysis technique is developed by applying aforementioned constitutive equations and verified through seismic analysis of underground RC subway station. Then, failure mechanisms of the RC subway station structure under seismic action are numerically derived. Then, failure modes and damage levels of the station are also analytically evaluated for the cases of several designs of the underground RC station.

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