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Paper Information

Journal:   JOURNAL OF SCHOOL OF ENGINEERING   2003 , Volume 15 , Number 2; Page(s) 237 To 246.
 
Paper: 

LOAD DISTRIBUTION FACTORS IN SKEW BRIDGES USING SEMI CONTINUOUS METHOD

 
 
Author(s):  MIRZA BOZORG M., KHALOU A.R.
 
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Abstract: 

In this paper, the semi continuum method is developed for analysis of skew bridges with arbitrary number of longitudinal girders. In this study, two assumptions are considered and in the second assumption, a larger region of the deck contributes in load distribution. Therefore, the load distribution becomes more smooth. Results are compared with the grillage analysis method. The grillage method is considered as an accurate method in OHBDC Code. This comparison shows that the error of the first assumption is 37% with respect to grillage method and for second assumption, it is 4%.

 
Keyword(s): LONGITUDINAL GIRDERS, SEMI-CONTINUOUS METHOD, SKEW BRIDGES
 
 
References: 
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Click to Cite.
APA: Copy

MIRZA BOZORG, M., & KHALOU, A. (2003). LOAD DISTRIBUTION FACTORS IN SKEW BRIDGES USING SEMI CONTINUOUS METHOD. JOURNAL OF SCHOOL OF ENGINEERING, 15(2), 237-246. https://www.sid.ir/en/journal/ViewPaper.aspx?id=3535



Vancouver: Copy

MIRZA BOZORG M., KHALOU A.R.. LOAD DISTRIBUTION FACTORS IN SKEW BRIDGES USING SEMI CONTINUOUS METHOD. JOURNAL OF SCHOOL OF ENGINEERING. 2003 [cited 2021May14];15(2):237-246. Available from: https://www.sid.ir/en/journal/ViewPaper.aspx?id=3535



IEEE: Copy

MIRZA BOZORG, M., KHALOU, A., 2003. LOAD DISTRIBUTION FACTORS IN SKEW BRIDGES USING SEMI CONTINUOUS METHOD. JOURNAL OF SCHOOL OF ENGINEERING, [online] 15(2), pp.237-246. Available: https://www.sid.ir/en/journal/ViewPaper.aspx?id=3535.



 
 
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