Bending Behavior of Deformed Steel Bridge Girder
Author:
Affiliation:
1. Department of Civil Engineering Kyushu Institute of Technology, Tobata Kitakyushu Japan
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1731
Reference10 articles.
1. Three-dimensional finite element modeling of a long-span cable-stayed bridge for local stress analysis
2. Influence of corrosion on load-carrying capacities of steel I-section main-girder end and steel end cross-girder
3. Bridge-Weigh-In-Motion by Two-Span Continuous Bridge with Skew and Heavy-Truck Flow in Fukuoka Area, Japan
4. Yamaguchi E.;Furusato Y.(2022) Axle‐load‐estimation based on strain of transverse stiffener and characteristics of traffic loads due to heavy trucks Proceedings of 11th International Conference on Bridge Maintenance Safety and Management Maintenance Safety Risk Management and Life‐Cycle Performance of Bridges.
5. Load-Carrying Capacity of End Cross-Girder with Inspection Holes in Composite Bridge
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