Semi-rigid connections in steel frames /
Saved in:
| 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 |
MARC
| LEADER | 00000cam a2200000 a 4500 | ||
|---|---|---|---|
| 001 | 1480153 | ||
| 003 | ICU | ||
| 005 | 19970810032600.0 | ||
| 008 | 930628s1993 nyua b 001 0 eng | ||
| 010 | |a 92026719 | ||
| 020 | |a 007012535X (acid-free paper) | ||
| 035 | |a (ICU)BID17265093 | ||
| 035 | |a (OCoLC)26403153 | ||
| 040 | |c DLC |d DLC$dOrLoB | ||
| 050 | 0 | 0 | |a TA636 |b .S46 1993 |
| 082 | |a 624.1/7 |2 20 | ||
| 245 | 0 | 0 | |a Semi-rigid connections in steel frames / |c Council on Tall Buildings and Urban Habitat, Committee 43 ; contributors, Wai-Fah Chen ... [et al.] ; editorial group, Robert F. Lorenz, Ben Kato, Wai-Fah Chen. |
| 260 | |a New York : |b McGraw-Hill, |c c1993. | ||
| 300 | |a xvii, 318 p. : |b ill. ; |c 24 cm. | ||
| 336 | |a text |b txt |2 rdacontent |0 http://id.loc.gov/vocabulary/contentTypes/txt | ||
| 337 | |a unmediated |b n |2 rdamedia |0 http://id.loc.gov/vocabulary/mediaTypes/n | ||
| 338 | |a volume |b nc |2 rdacarrier |0 http://id.loc.gov/vocabulary/carriers/nc | ||
| 440 | 0 | |a Tall buildings and urban environment series | |
| 440 | 0 | |a Tall steel buildings | |
| 504 | |a Includes bibliographical references (p. 287-305) and index. | ||
| 505 | 2 | 0 | |g 1. |t Introductory Practical Considerations. |g 1.1. |t Current Difficulties -- |g 2. |t Classification of Connections by Type. |g 2.2. |t Connection M-[phi] Tests. |g 2.3. |t M-[phi] Data. |g 2.4. |t Discussion of Available Data. |g 2.5. |t Analytical Representation of M-[phi] Curves. |g 2.6. |t Connection M-[phi] Databank. |g 2.7. |t Assessment of Position and Requirements for Further Connection Teaching. |g 2.8. |t Research Needs -- |g 3. |t Analysis of Beams in Semi-Rigid (Nonsway) Frames. |g 3.1. |t Limit State Conditions of a Partially Restrained Beam. |g 3.2. |t Limit State Domains of a Beam. |g 3.3. |t Rotational Behavior of Beam-to-Column Joints. |g 3.4. |t Method of Analysis. |g 3.5. |t Some Examples. |g 3.6. |t Influence of Joint Behavior Modeling. |g 4. |t Analysis of Members in Semi-Rigid Unbraced (Sway) Frames. |g 4.1. |t Eigenvalue Analysis of Flexibly Jointed Frames. |g 4.2. |t Elastic Load-Deflection Analysis of Flexibly Jointed Frames. |g 4.3. |t Elastic-Plastic Hinge Analysis of Flexibly Jointed Frames. |g 4.4. |t Elastoplastic Analysis of Flexibly Jointed Frames. |g 5. |t Elastic Stability Analysis of Semi-Rigid Frames. |g 5.2. |t Mathematical Formulation. |g 5.3. |t Solution Procedure. |g 5.4. |t Applications -- |g 6. |t Utilizing Hybrid System Flexibility in Seismic Regions: Eccentrically Braced Frames in U.S. Practice. |g 6.2. |t Experimental and Analytical Research on EBFs. |g 6.3. |t Code Development. |g 6.4. |t Excerpts from AISC (1986) Tentative Provisions for EBFs. |g 6.5. |t Comments on AISC EBF Tentative Provisions. |g 6.6. |t Seismic Design of Six-Story EBF -- |g 7. |t Semi-Rigid Connections to Tubular Columns. |g 7.2. |t Simple Connections of Wide-Flange Beams to Square HSS Columns. |g 7.3. |t Moment Connections of Wide-Flange Beams to Square HSS Columns. |g 7.4. |t Rectangular HSS to Rectangular HSS Vierendeel Moment Connections -- |g 8. |t Semi-Rigid Composite Connections. |g 8.1. |t Advantages of Composite Semi-Rigid Connections. |g 8.2. |t Semi-Rigid Connections in Plastic Design and LRFD. |g 8.3. |t Historical Investigations of Composite Semi-Rigid Connections. |g 8.4. |t Recent Research on Composite Semi-Rigid Connections. |g 8.5. |t Design Methodology. |g 8.7. |t Research Needs. |t Appendix A: Creating Design Application Models from Historical Experimental Database -- |t Appendix B: Moment-Rotation Relationship of Semi-Rigid Steel Beam-to-Column Connections. |
| 650 | 0 | |a Structural engineering |0 http://id.loc.gov/authorities/subjects/sh85129198 | |
| 650 | 0 | |a Joints (Engineering) |0 http://id.loc.gov/authorities/subjects/sh85070670 | |
| 650 | 0 | |a Tall buildings |x Design and construction |0 http://id.loc.gov/authorities/subjects/sh2010115385 | |
| 650 | 7 | |a Joints (Engineering) |2 fast |0 http://id.worldcat.org/fast/fst00983929 | |
| 650 | 7 | |a Structural engineering. |2 fast |0 http://id.worldcat.org/fast/fst01135658 | |
| 650 | 7 | |a Tall buildings |x Design and construction. |2 fast |0 http://id.worldcat.org/fast/fst01142309 | |
| 700 | 1 | 0 | |a Chen, Wai-Fah, |d 1936- |0 http://id.loc.gov/authorities/names/n81004167 |1 http://viaf.org/viaf/102383663 |
| 700 | 1 | 0 | |a Lorenz, Robert F. |0 http://id.loc.gov/authorities/names/n92076956 |1 http://viaf.org/viaf/12409167 |
| 700 | 1 | 0 | |a Kato, Ben |0 http://id.loc.gov/authorities/names/n92076959 |1 http://viaf.org/viaf/17324873 |
| 710 | 2 | 0 | |a Council on Tall Buildings and Urban Habitat. |b Committee 43 |0 http://id.loc.gov/authorities/names/n92076952 |
| 850 | |a ICU | ||
| 901 | |a ToCBNA | ||
| 903 | |a HeVa | ||
| 929 | |a cat | ||
| 999 | f | f | |i d4420d47-f6af-5e67-8574-39651b852aec |s 250a52d1-0707-5fc8-973f-7b1b2e0caab4 |
| 928 | |t Library of Congress classification |a TA636.S460 1993 |l JCL |c JCL-Sci |i 5881615 | ||
| 927 | |t Library of Congress classification |a TA636.S460 1993 |l JCL |c JCL-Sci |e CRERAR |b 37375756 |i 2864078 | ||
