• Title/Summary/Keyword: 하우트러스

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A Study on the Structural Behaviour of Staggered Truss System by the Shape of Truss (트러스 형태에 따른 스태거드트러스 골조시스템의 구조특성에 관한 연구)

  • Rha, Chang-Soon;Hong, Yoon-Soo;Yu, Eun-Jong
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.30 no.3
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    • pp.199-206
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    • 2017
  • This paper analyzed structural behaviors of the staggered truss system, typically used in low seismicity regions, resisting the lateral loads such as wind and seismic load. A comparative study of cost and efficiency was carried out by analysing and designing the 10- and 20-story buildings with various types of truss, including pratt, howe, warren, K-, and vierendeel, which may typically be used in staggered truss system. In design, column and truss members are selected in group, and the efficiency of the member design was judged by average demand capacity ratio of the all members in same group. And economic analysis of the system was investigated by the quantity of the structural members. As a result, staggered truss system with the pratt truss and warren truss showed the most economical and efficient performance for 10-story building, and 20-story building, respectively.

Seismic Performance Evaluation of Staggered Truss System by the Shape of Truss (트러스 형태에 따른 스태거드트러스 골조시스템의 내진성능 평가)

  • Hong, Yoon-Soo;Yu, Eun-Jong;Rha, Chang-Soon
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.30 no.5
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    • pp.397-404
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    • 2017
  • The purpose of this study is to evaluate the seismic performance of Staggered Truss Frame(STF) system while changing a shape of truss. The model of this project is a office building of ten floors with Pratt, Howe, Warren, K and Vierendeel truss system applied on each model. Next step is to select the section of elements which satisfy the highest demand capacity ratio by structure design considering gravity load, earthquake load and wind load and then calculate natural period, base shear and story drifts. On the basis of these values, Capacity Spectrum Method(CSM) shows the plastic behavior of STF system such as performance point of Design Earthquake(DE) and Maximum Considered Earthquake(MCE), yield state, plastic hinge etc. to be compared with other truss systems. As a result, Vierendeel STF system especially was found to have the highest strength and stiffness to the corresponding earthquake and all the models for each truss shape fulfilled the target performance level.