http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
Joint strength in reinforced column-steel beam special moment frames
xiii, 128 leaves : illustrations ; 28 cm.
(ASCE 1994), proposed strength models from Cornell
(RC) slab. To carry out this objective, a series of
2/3 to near full-scale models for low-rise to mid-rise
a RC slab, cover plates, and band plates. Results
addition of a compositely attached reinforced concrete
addition of a reinforced concrete slab. Specimens were
As part of a National Science Foundation (NSF) program ics.
bearing strength, the moment arm for the bearing
bolts, instead of as a rigid body about the center of
comparison of measured response to predicted response,
compression strut and/or the outer concrete
compressive stress in the concrete bearing zone
conjoint vertical bearing strength. For the
construction were designed according to published
contribution of the steel web was neglected.
contribution to joint panel shear strength, cover
discontinuous beam direction of loading, the
discontinuous direction of loading, proposed joint
elements was reducers as the beams rotate
guidelines (1994), improved the joint panel shear
guidelines for RCS moment connections with the
increasing the elective joint width and/or maximum
independently about the centerline of the connecting
indicated that the addition of a reinforced concrete
into a typical RCS joints as defined by the ASCE
investigate the joint strength in reinforced column-
loading were made according to the ASCE guidelines
on composite and hybrid systems at Texas A&M
on the joint configuration. In addition to the direct
outer concrete panel widths for joint panel shear
plate details also seemed to increase the inner and
predictions in the continuous beam direction of
recommendations were made for improving the ASCE
slab compositely connected to the steel beams framing
static, reversed-cyclic loading. Joint strength
steel beam (RCS) special moment frames with the
strength by increasing the width of the inner concrete
strength models (1994) to account for the addition of
strength models were further modified. For vertical
strength. Band plates also appeared elective in
tested in two orthogonal directions under quasi-
the Architectural Institute of Japan (AIJ 1994). From nted in
the joint. For joint panel shear strength in the
University, the objective of this thesis is to
Includes bibliographical references: pages 119-122.