HYSTERETIC BEHAVIOR OF ANCHORAGE SLIP IN R/C MEMBERS

An extensive investigation is reported of ahcnorage slip in reinforced concrete columns. Tests of full-scale column specimens were conducted under constant axial compression and unidirectional and bidirectional lateral load reversals. The experimental results were used to develop a hysteretic model for anchorage slip. The paper presents both the experimental program and the analytical model.

Language

  • English

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Filing Info

  • Accession Number: 00624201
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Sep 16 1993 12:00AM