Semi-rigid connections in steel frames /
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| Imprint: | New York : McGraw-Hill, c1993. |
|---|---|
| Description: | xvii, 318 p. : ill. ; 24 cm. |
| Language: | English |
| Series: | Tall buildings and urban environment series Tall steel buildings |
| Subject: | |
| Format: | Print Book |
| URL for this record: | http://pi.lib.uchicago.edu/1001/cat/bib/1480153 |
Table of Contents:
- 1. Introductory Practical Considerations. 1.1. Current Difficulties
- 2. Classification of Connections by Type. 2.2. Connection M-[phi] Tests. 2.3. M-[phi] Data. 2.4. Discussion of Available Data. 2.5. Analytical Representation of M-[phi] Curves. 2.6. Connection M-[phi] Databank. 2.7. Assessment of Position and Requirements for Further Connection Teaching. 2.8. Research Needs
- 3. Analysis of Beams in Semi-Rigid (Nonsway) Frames. 3.1. Limit State Conditions of a Partially Restrained Beam. 3.2. Limit State Domains of a Beam. 3.3. Rotational Behavior of Beam-to-Column Joints. 3.4. Method of Analysis. 3.5. Some Examples. 3.6. Influence of Joint Behavior Modeling. 4. Analysis of Members in Semi-Rigid Unbraced (Sway) Frames. 4.1. Eigenvalue Analysis of Flexibly Jointed Frames. 4.2. Elastic Load-Deflection Analysis of Flexibly Jointed Frames. 4.3. Elastic-Plastic Hinge Analysis of Flexibly Jointed Frames. 4.4. Elastoplastic Analysis of Flexibly Jointed Frames. 5. Elastic Stability Analysis of Semi-Rigid Frames. 5.2. Mathematical Formulation. 5.3. Solution Procedure. 5.4. Applications
- 6. Utilizing Hybrid System Flexibility in Seismic Regions: Eccentrically Braced Frames in U.S. Practice. 6.2. Experimental and Analytical Research on EBFs. 6.3. Code Development. 6.4. Excerpts from AISC (1986) Tentative Provisions for EBFs. 6.5. Comments on AISC EBF Tentative Provisions. 6.6. Seismic Design of Six-Story EBF
- 7. Semi-Rigid Connections to Tubular Columns. 7.2. Simple Connections of Wide-Flange Beams to Square HSS Columns. 7.3. Moment Connections of Wide-Flange Beams to Square HSS Columns. 7.4. Rectangular HSS to Rectangular HSS Vierendeel Moment Connections
- 8. Semi-Rigid Composite Connections. 8.1. Advantages of Composite Semi-Rigid Connections. 8.2. Semi-Rigid Connections in Plastic Design and LRFD. 8.3. Historical Investigations of Composite Semi-Rigid Connections. 8.4. Recent Research on Composite Semi-Rigid Connections. 8.5. Design Methodology. 8.7. Research Needs. Appendix A: Creating Design Application Models from Historical Experimental Database
- Appendix B: Moment-Rotation Relationship of Semi-Rigid Steel Beam-to-Column Connections.
