Joint strength in RCS frames /
(ASCE 1994), proposed strength models from Cornell
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| Format: | Thesis eBook |
| Language: | English |
| Published: |
[Place of publication not identified] :
[publisher not identified] ;
1998.
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| Subjects: | |
| Online Access: | Link to OAKTrust copy |
| Summary: | (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 field, depending 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 |
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| Item Description: | "Major subject: Civil Engineering". Vita. |
| Physical Description: | xiii, 128 leaves : illustrations ; 28 cm. Also available online. |
| Bibliography: | Includes bibliographical references: pages 119-122. |