Dynamic Response and Fatigue of Steel Tied-Arch Bridge
Article Properties
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LanguageEnglish
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DOI (url)
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Publication Date2000/02/01
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Journal
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Indian UGC (journal)
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Refrences8
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Citations3
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Charles W. Roeder Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA 98195-2700.Asst. Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA.Struct. Engr., Cary Kopczynski and Co., 155 108th NE, Bellevue, WA.Struct. Engr., Berger/ABAM Engineering Inc., 33301 9th Ave. S, Ste. 300, Federal Way, WA.Struct. Engr., Cary Kopczynski and Co., 155 108th NE, Bellevue, WA.
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Gregory MacRae Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA 98195-2700.Asst. Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA.Struct. Engr., Cary Kopczynski and Co., 155 108th NE, Bellevue, WA.Struct. Engr., Berger/ABAM Engineering Inc., 33301 9th Ave. S, Ste. 300, Federal Way, WA.Struct. Engr., Cary Kopczynski and Co., 155 108th NE, Bellevue, WA.
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Paul Crocker Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA 98195-2700.Asst. Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA.Struct. Engr., Cary Kopczynski and Co., 155 108th NE, Bellevue, WA.Struct. Engr., Berger/ABAM Engineering Inc., 33301 9th Ave. S, Ste. 300, Federal Way, WA.Struct. Engr., Cary Kopczynski and Co., 155 108th NE, Bellevue, WA.
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Kayoko Arima Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA 98195-2700.Asst. Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA.Struct. Engr., Cary Kopczynski and Co., 155 108th NE, Bellevue, WA.Struct. Engr., Berger/ABAM Engineering Inc., 33301 9th Ave. S, Ste. 300, Federal Way, WA.Struct. Engr., Cary Kopczynski and Co., 155 108th NE, Bellevue, WA.
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Scott Wong Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA 98195-2700.Asst. Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA.Struct. Engr., Cary Kopczynski and Co., 155 108th NE, Bellevue, WA.Struct. Engr., Berger/ABAM Engineering Inc., 33301 9th Ave. S, Ste. 300, Federal Way, WA.Struct. Engr., Cary Kopczynski and Co., 155 108th NE, Bellevue, WA.
Cite
Roeder, Charles W., et al. “Dynamic Response and Fatigue of Steel Tied-Arch Bridge”. Journal of Bridge Engineering, vol. 5, no. 1, 2000, pp. 14-21, https://doi.org/10.1061/(asce)1084-0702(2000)5:1(14).
Roeder, C. W., MacRae, G., Crocker, P., Arima, K., & Wong, S. (2000). Dynamic Response and Fatigue of Steel Tied-Arch Bridge. Journal of Bridge Engineering, 5(1), 14-21. https://doi.org/10.1061/(asce)1084-0702(2000)5:1(14)
Roeder CW, MacRae G, Crocker P, Arima K, Wong S. Dynamic Response and Fatigue of Steel Tied-Arch Bridge. Journal of Bridge Engineering. 2000;5(1):14-21.
Journal Category
Technology
Engineering (General)
Civil engineering (General)
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Refrences
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
Cumulative Damage in Fatigue | Journal of Applied Mechanics |
| 3,055 | 1945 |
| 10.1061/(ASCE)0733-9445(1990)116:9(2447) | ||||
| Fisher J. Yen B. T. and Wang D. (1987). “Fatigue and fracture evaluation for rating riveted bridges.” NCHRP Rep. 302 Transportation Research Board Washington D.C. | ||||
| Crocker P. N. ( 1997). “Behavior and fatigue of the Toutle River Bridge a tied-arch bridge on Interstate 5 Castle Rock WA ” thesis submitted in partial fulfillment of MS degree University of Washington Seattle. | ||||
| Arima K. ( 1997). “Comparison of the Lewis River Bridge and the Toutle River Bridge floor system behavior ” thesis submitted in partial fulfillment of MS degree University of Washington Seattle. |
Citations
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
Damage Detection Applied to a Full-Scale Steel Bridge Using Temporal Moments | Shock and Vibration |
| 8 | 2020 |
Reliability Analysis of Half-Through Concrete-Filled Steel Tubular Arch Bridge | Applied Mechanics and Materials | 2014 | ||
Stress Analysis and Fatigue Life Estimation of Bridge Rubber Bearing | Advanced Materials Research | 2013 |
Citations Analysis
The category
Science: Physics 1
is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Stress Analysis and Fatigue Life Estimation of Bridge Rubber Bearing and was published in 2013. The most recent citation comes from a 2020 study titled Damage Detection Applied to a Full-Scale Steel Bridge Using Temporal Moments. This article reached its peak citation in 2020, with 1 citations. It has been cited in 3 different journals, 33% of which are open access. Among related journals, the Shock and Vibration cited this research the most, with 1 citations. The chart below illustrates the annual citation trends for this article.