Beam flexure and hinge zone detailing in reinforced concrete ductile frames requiring beam sway mechanisms

Section E

Authors

  • I. C. Smith
  • G. K. Sidwell

DOI:

https://doi.org/10.5459/bnzsee.10.2.72-79

Abstract

This paper is the resuIt of deliberations of the Society's discussion group on seismic design of ductile moment resisting reinforced concrete frames.

References

NZS 4203:1976. Code of Practice for General Structural Design and Design Loadings for Buildings.

ACI 318-71. Building Code Requirements for Reinforced Concrete.

PW 81/10/1:14/5/76 (draft revision), Ministry of Works and Development.

R. Park and T. Paulay. Reinforced Concrete Structures. Wiley, 1975. DOI: https://doi.org/10.1002/9780470172834

R. Park. Notes and Questions for Pre- workshop Discussion Group Dated 19.5.76.

T. Paulay. Memorandum dated 23.12.75. Suggested Dimensional limits on Reinforced Concrete Members in Earthquake Resistant Structures.

T. Paulay. Memorandum to Preworkshop Discussion Group dated 25.6.76.

T. Paulay. Letter dated 18.6.76. Some Notes for the Concrete Load Committee of SANZ.

Australian Standard 1250-1972. SAA Steel Structures Code.

SEAOC:1973. Recommended Lateral Force Requirements and Commentary.

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Published

30-06-1977

How to Cite

Smith, I. C., & Sidwell, G. K. (1977). Beam flexure and hinge zone detailing in reinforced concrete ductile frames requiring beam sway mechanisms: Section E. Bulletin of the New Zealand Society for Earthquake Engineering, 10(2), 72–79. https://doi.org/10.5459/bnzsee.10.2.72-79

Issue

Vol. 10 No. 2 (1977)

Section

Articles

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