Section 11 Bridges requiring special studies

Authors

  • M. J. N. Priestley University of Canterbury, Christchurch, New Zealand
  • P. R. Stanford Ministry of Works and Development, Wellington, New Zealand
  • A. J. Carr University of Canterbury, Christchurch, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.13.3.302-307

Abstract

Seismic design of bridges

References

Troitsky, M.S., "Cable-Stayed Bridges - Theory and Design", Crosby Lockwood, Staples, London, 1977.

Selberg, A., "Dampening Effects in Suspension Bridges", Pubis. Int. Ass. Bridge Struct. Engng., 10, pp. 183-198, 1950.

Hjorth-Hansen, E., Sigbjornsson, R., "Aerodynamic Stability of Box Girders for the Proposed Stromstein Bridge", Division of Structural Mechanics, The Norwegian Institute of Technology, University of Trondheim, Norway, Feb. 1975.

Biggs, J.M., "Introduction to Structural Dynamics", McGraw-Hill, New York, 1964, 341pp.

Gates, J.H., "Factors Considered in the Development of the California Seismic Design Criteria for Bridges". Applied Technology Council Workshop on the Research Needs of Seismic Problems Related to Bridges, San Diego, 1979, 21pp.

Chen, M.C . and Penzien, J., "Soil Structures Interaction of Short Highway Bridges", Applied Technology Council Workshops on the Research Needs of Seismic Problems Related to Bridges, San Diego, 1979, 33pp.

Newmark, N.M. and Rosenblueth, E., "Fundamentals of Earthquake Engineering", Prentice-Hall International, N.J., 1971, 640pp.

Jacobsen, L.S., "Impulsive Hydrodynamics of Fluid Inside a Cylindrical Tank, and of Fluid Surrounding a Cylindrical Pier", Bull. Seism. Soc. Am. Vol. 39, No. 3, 1949, pp.189-204. DOI: https://doi.org/10.1785/BSSA0390030189

Levy, Wilkinson, "The Component Element Method in Dynamics", McGraw-Hill, Chapter 9, 1976.

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Published

30-09-1980

How to Cite

Priestley, M. J. N., Stanford, P. R., & Carr, A. J. (1980). Section 11 Bridges requiring special studies. Bulletin of the New Zealand Society for Earthquake Engineering, 13(3), 302–307. https://doi.org/10.5459/bnzsee.13.3.302-307

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