rdf-syntax-grammar
mods:
  schema location: http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
  title info:
    title: Joint strength in RCS frames
  title info:
    title: Joint strength in reinforced column-steel beam special moment frames
  name:
    name part: Kirby, Cynthia Dawn
    name part: 1974-
    role:
      role term: creator
  type of resource: text
  genre: bibliography
  origin info:
    place:
      place term: xx
    date issued: 1998
    issuance: monographic
  language:
    language term: eng
  physical description:
    form: print
    form: remote
    extent: xiii, 128 leaves : illustrations ; 28 cm.
  abstract: (ASCE 1994), proposed strength models from Cornell
  abstract: (RC) slab. To carry out this objective, a series of
  abstract: 2/3 to near full-scale models for low-rise to mid-rise
  abstract: a RC slab, cover plates, and band plates. Results
  abstract: addition of a compositely attached reinforced concrete
  abstract: addition of a reinforced concrete slab. Specimens were
  abstract: As part of a National Science Foundation (NSF) program ics.
  abstract: bearing strength, the moment arm for the bearing
  abstract: bolts, instead of as a rigid body about the center of
  abstract: comparison of measured response to predicted response,
  abstract: compression field, depending
  abstract: compression strut and/or the outer concrete
  abstract: compressive stress in the concrete bearing zone
  abstract: conjoint vertical bearing strength. For the
  abstract: construction were designed according to published
  abstract: contribution of the steel web was neglected.
  abstract: contribution to joint panel shear strength, cover
  abstract: discontinuous beam direction of loading, the
  abstract: discontinuous direction of loading, proposed joint
  abstract: elements was reducers as the beams rotate
  abstract: guidelines (1994), improved the joint panel shear
  abstract: guidelines for RCS moment connections with the
  abstract: increasing the elective joint width and/or maximum
  abstract: independently about the centerline of the connecting
  abstract: indicated that the addition of a reinforced concrete
  abstract: into a typical RCS joints as defined by the ASCE
  abstract: investigate the joint strength in reinforced column-
  abstract: loading were made according to the ASCE guidelines
  abstract: on composite and hybrid systems at Texas A&M
  abstract: on the joint configuration. In addition to the direct
  abstract: outer concrete panel widths for joint panel shear
  abstract: plate details also seemed to increase the inner and
  abstract: predictions in the continuous beam direction of
  abstract: recommendations were made for improving the ASCE
  abstract: slab compositely connected to the steel beams framing
  abstract: static, reversed-cyclic loading. Joint strength
  abstract: steel beam (RCS) special moment frames with the
  abstract: strength by increasing the width of the inner concrete
  abstract: strength models (1994) to account for the addition of
  abstract: strength models were further modified. For vertical
  abstract: strength. Band plates also appeared elective in
  abstract: tested in two orthogonal directions under quasi-
  abstract: the Architectural Institute of Japan (AIJ 1994). From nted in
  abstract: the joint. For joint panel shear strength in the
  abstract: University, the objective of this thesis is to
  note: by Cynthia Dawn Kirby.
  note: "Major subject: Civil Engineering".
  note: Vita.
  note: Also available online.
  note: M.S. Texas A&M University 1998.
  note: Includes bibliographical references: pages 119-122.
  subject:
    topic: Major civil engineering
  identifier: https://hdl.handle.net/1969.1/ETD-TAMU-1998-THESIS-K573
  related item:
    location:
      url: https://hdl.handle.net/1969.1/ETD-TAMU-1998-THESIS-K573
  record info:
    record content source: TXA
    record creation date: 990310
    record change date: 20220103134246.0
    record identifier: in00001468149