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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM38315
Volume:
8 |
10 |
Oct 2024
Pages:
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
Bridge construction has gained global significance, with bridges being crucial components of every road network. The popularity of pre-stressed girder bridges is rising due to their enhanced stability, serviceability, economy, durability, and aesthetic appeal. For long spans, pre-stressed concrete is more efficient than reinforced concrete, making it ideal for bridges with spans over 10 meters. Pre-stressed girder bridges offer good stability, serviceability, and economic benefits without long-term traffic disruption. This paper explores the analysis of a Composite Two-Span PSC-I Girder Bridge under IRC loadings using MIDAS software, focusing on outputs like deflection based on stiffness scale factor.
KEYWORDS
Publication Date
10/30/2024
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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Conflict of Interest
The authors declare no conflict of interest related to this research work.
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