Dynamic Response and Fatigue of Steel Tied-Arch Bridge

Author:

Roeder Charles W.12343,MacRae Gregory12343,Crocker Paul12343,Arima Kayoko12343,Wong Scott12343

Affiliation:

1. Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA 98195-2700.

2. Asst. Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA.

3. Struct. Engr., Cary Kopczynski and Co., 155 108th NE, Bellevue, WA.

4. Struct. Engr., Berger/ABAM Engineering Inc., 33301 9th Ave. S, Ste. 300, Federal Way, WA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference8 articles.

1. 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.

2. 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.

3. 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.

4. Kulicki J. M. Mertz D. R. and Murphy R. E. (1989). “Dynamic response and proposed retrofit of two tied-arch bridges.” Paper No. IBC-98-7 Proc. 6th Int. Bridge Conf. Engineers Society of Western Pennsylvania Pittsburgh Pa. 12–22.

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