Design And Construction of the Sutong Bridge Foundations
Article Properties
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LanguageEnglish
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DOI (url)
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Publication Date2007/11/01
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Indian UGC (journal)
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Refrences1
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Citations12
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Robert B. Bittner
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Osama Safaqah
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Xigang Zhang
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Ole Juul Jensen
Cite
Bittner, Robert B., et al. “Design And Construction of the Sutong Bridge Foundations”. DFI Journal The Journal of the Deep Foundations Institute, vol. 1, no. 1, 2007, pp. 2-18, https://doi.org/10.1179/dfi.2007.001.
Bittner, R. B., Safaqah, O., Zhang, X., & Jensen, O. J. (2007). Design And Construction of the Sutong Bridge Foundations. DFI Journal The Journal of the Deep Foundations Institute, 1(1), 2-18. https://doi.org/10.1179/dfi.2007.001
Bittner, Robert B., Osama Safaqah, Xigang Zhang, and Ole Juul Jensen. “Design And Construction of the Sutong Bridge Foundations”. DFI Journal The Journal of the Deep Foundations Institute 1, no. 1 (2007): 2-18. https://doi.org/10.1179/dfi.2007.001.
Bittner RB, Safaqah O, Zhang X, Jensen OJ. Design And Construction of the Sutong Bridge Foundations. DFI Journal The Journal of the Deep Foundations Institute. 2007;1(1):2-18.
Refrences
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Jensen, O.J., and Truelsen, C., 2004, Scour Assessment & Conceptual Design of Scour Protection for Sutong Bridge, P.R. China. |
Citations
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Experimental Study on Transverse Seismic Behavior of Long-Span Cable-Stayed Bridge with Two Inverted Y-Shaped Reinforced Concrete Towers | Journal of Earthquake Engineering |
| 1 | 2024 |
Extent and hierarchy of seismic induced inelastic demands in the substructure system of bridges on piled foundation crossing waterways | Bulletin of Earthquake Engineering |
| 2022 | |
| Static behavior of partially earth-anchored cable-stayed bridge of different side-to-main span ratios: super-long span system with crossing cables | Structures |
| 3 | 2021 |
| Transverse seismic failure mechanism and ductility of reinforced concrete pylon for long span cable-stayed bridges: Model test and numerical analysis | Engineering Structures |
| 30 | 2019 |
| Parametric Pushover Analysis on Elevated RC Pile-Cap Foundations for Bridges in Cohesionless Soils | Journal of Bridge Engineering |
| 2019 |
Citations Analysis
The category
Technology: Engineering (General). Civil engineering (General) 12
is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Experimental study on the dynamic responses of a freestanding bridge tower subjected to coupled actions of wind and wave loads and was published in 2016. The most recent citation comes from a 2024 study titled Experimental Study on Transverse Seismic Behavior of Long-Span Cable-Stayed Bridge with Two Inverted Y-Shaped Reinforced Concrete Towers. This article reached its peak citation in 2019, with 4 citations. It has been cited in 9 different journals, 11% of which are open access. Among related journals, the Journal of Bridge Engineering cited this research the most, with 4 citations. The chart below illustrates the annual citation trends for this article.