Structural Engineering and Mechanics

  • 제8권1호
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  • Pages.85-102
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  • 1999
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

The use of eccentric beam elements in the analysis of slab-on-girder bridges

  • Chan, Tommy H.T. (Department of Civil and Structural Engineering, The Hong Kong Polytechnic University) ;
  • Chan, Jeffrey H.F. (Department of Civil and Structural Engineering, The Hong Kong Polytechnic University)
  • 발행 : 1999.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

With the advent of computer, the finite element method has become a most powerful numerical method for structural analysis. However, bridge designers are reluctant to use it in their designs because of its complex nature and its being time consuming in the preparation of the input data and analyzing the results. This paper describes the development of a computer based finite element model using the idea of eccentric beam elements for the analysis of slab-on-girder bridges. The proposed method is supported by a laboratory test using a reinforced concrete bridge model. Other bridge analytical schemes are also introduced and compared with the proposed method. The main aim of the comparison is to prove the effectiveness of the shell and eccentric beam modelling in the studies of lateral load distribution of slab-on-girder bridges. It is concluded that the proposed finite element method gives a closer to real idealization and its developed computer program, SHECAN, is also very simple to use. It is highly recommended to use it as an analytical tool for the design of slab-on-girder bridges.

키워드

참고문헌

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  10. Suitable effective strip width of continuous bridge deck slabs system over flexible steel I-girders vol.37, pp.6, 2014, https://doi.org/10.1080/02533839.2013.839603
  11. A new bridge-vehicle system part II: Parametric study vol.15, pp.1, 2003, https://doi.org/10.12989/sem.2003.15.1.021
  12. Simplified Live Load Distribution Factor Equation for Steel Girder Bridges vol.1892, pp.1, 2004, https://doi.org/10.3141/1892-10
  13. Finite element modeling assumptions impact on seismic response demands of MRF-buildings vol.17, pp.4, 2018, https://doi.org/10.1007/s11803-018-0478-1