The results of tests on beam-column members are described. The ultimate capacity of beam-columns is nearly equal to the full-plastic bending moment and is independent of the strength of the concrete and the thickness of the steel tube. On the other hand, in calculating the horizontal displacement of the concrete-filled steel tube, only the flexural rigidity displacement of the steel tube alone need be taken into account, as the concrete and the steel tube do not act together under axial loads.

  • Supplemental Notes:
    • Seismic Research for Highway Bridges (US-Japan Program) is a collection of Papers Reprinted Directly from the United States-Japan Cooperative Program on Natural Resources (UJNR) Panel on Wind and Seismic Effects; and the Proceedings of the US-Japan Seminars on Repair and Retrofit of Structures, 1979 to 1984.
  • Corporate Authors:

    Pittsburgh University, Pittsburgh

    Department of Civil Engineering
    Pittsburgh, PA  United States  15261

    National Science Foundation

    1800 G Street, NW
    Washington, DC  United States  20550
  • Authors:
    • SAEKI, S
    • Minosaki, K
    • Takizawa, A
  • Publication Date: 1984-6

Media Info

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Filing Info

  • Accession Number: 00394007
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Jul 31 1985 12:00AM