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Feb 1, 2000
Fatigue in Steel Highway Bridges under Random Loading
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References
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Zhou, Z., and Zwerneman, F. J. ( 1993). “Fatigue damage due to sub-threshold load cycles between periodic overloads.” Advances in fatigue lifetime predictive techniques, Vol. 2, ASTM STP 1211, M. R. Mitchell and R. W. Landgraf, eds., ASTM, Philadelphia, 45–53.
2.
Zwerneman, F. J. ( 1991). “Fatigue damage accumulation under variable amplitude loads.” Structures subjected to repeated loading, stability and strength series, R. Narayanan and T. M. Roberts, eds., Elsevier Science, New York, 53.
3.
Zwerneman, F. J., and Frank, K. H. (1988). “Fatigue damage under variable amplitude loads.”J. Struct. Engrg., ASCE, 114(1), 67–83.
4.
Zwerneman, F. J., Swensson, K. D., and Frank, K. H. ( 1992). “Estimating weldment life under variable load.” Constructional steel design: World developments, P. J. Dowling, J. E. Harding, R. Bjorhovde, and E. Martinez-Romero, eds., Elsevier Science, New York, 464–454.
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Agerskov, H. (1999). “Fatigue in steel structures under random loading.” Proc., Eurosteel `99 Conf., CVUT, Prague, Czech Republic.
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Published online: Feb 1, 2000
Published in print: Feb 2000
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Authors
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F. J. Zwerneman
Member, ASCE
Henning Agerskov
Jette Andkjær Nielsen
Mgr. Technol. Devel., Mustang Engineering Inc., Houston, TX 77084.
Assoc. Prof., Dept. of Struct. Engrg. and Mat., Tech. Univ. of Denmark, DK-2800 Lyngby, Denmark.
Struct. Engr., Cowi, Consulting Engrs. and Planners, DK-2800 Lyngby, Denmark; formerly, Dept. of Struct. Engrg. and Mat., Tech. Univ. of Denmark, DK-2800 Lyngby, Denmark.
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