Diseño para Fatiga - webaero

5. BIBLIOGRAFÍA ADICIONAL
1. Fisher J.W. “Bridge Fatigue Guide: Design
and Details”, American Institute of Steel
Construction, New York, 1977.
2. Fisher J.W., Hirt M.A. and McNamee B.M.,
“Effect of Weldments on the Fatigue Strength of
Steel Beams”, NCHRP Rept. 102, 1970.
3. Fisher J.W., Yen B.T., Klingerman D.J.,
McNamee B.M., “Fatigue Strength of Steel
Beams with Welded Stiffeners and Attachments”,
NCHRP Rept. 147, 1974.
4. Schilling C.G., Klippstein K.H., Barson J.M.,
Blake G.T., “Fatigue of Welded Steel Bridge
Members under Variable Amplitude Loading”,
NCHRP Rept. 188, 1978.
5. Fisher J.W., Barthelemy B.M., Mertz D.R.,
Edinger J.A., “Fatigue Behaviour of Full-Scale
BIBLIOGRAFÍA ADICIONAL
welded Bridge Attachments”, NCHRP Rept. 227,
1980.
6. Fisher J.W., Hausamann H., Sullivan M.D.,
Pense A.W., “Detection and Repair of Fatigue
Damage in Welded Highway Bridges”, NCHRP
Rept. 206, 1979.
7. Fisher J.W., Yen B.T., Wang D., Mann J.E.,
“Fatigue and Fracture evaluation for Rating
Riveted Bridges”, NCHRP Rept. 303.
8. Castiglioni C.A., Bremen U., “Influence of
some geometrical parameters on stress concentration
in longitudinal attachments”, Costruzioni
Metalliche, n.4, 1989, Milano, Italy.
9. Smith I.F.C., Gurney T.R., “Changes in the
fatigue life of plates with attachments due to geometrical
effects”, Welding Research Supplement,
AWS, vol 65 no.9.
351