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20221101230406.0 |
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100706s2010 njua b 001 0 eng d |
010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
LC control number |
2009020807 |
011 ## - LINKING LIBRARY OF CONGRESS CONTROL NUMBER [OBSOLETE] |
Local cataloguing issues note |
BIB MATCHES WORLDCAT |
020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
International Standard Book Number |
0470085258 |
Qualifying information |
cloth |
020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
International Standard Book Number |
9780470085257 |
Qualifying information |
cloth |
035 ## - SYSTEM CONTROL NUMBER |
System control number |
(ATU)b1171864x |
035 ## - SYSTEM CONTROL NUMBER |
System control number |
(OCoLC)349180031 |
040 ## - CATALOGING SOURCE |
Original cataloging agency |
DLC |
Language of cataloging |
eng |
Description conventions |
rda |
Transcribing agency |
DLC |
Modifying agency |
BTCTA |
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UKM |
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C#P |
-- |
YDXCP |
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BWX |
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DEBBG |
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ATU |
050 00 - LIBRARY OF CONGRESS CALL NUMBER |
Classification number |
TA660.C6 |
Item number |
G85 2010 |
082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER |
Classification number |
624.1821 |
Edition number |
22 |
245 00 - TITLE STATEMENT |
Title |
Guide to stability design criteria for metal structures / |
Statement of responsibility, etc. |
edited by Ronald D. Ziemian. |
246 30 - VARYING FORM OF TITLE |
Title proper/short title |
Stability design criteria for metal structures |
250 ## - EDITION STATEMENT |
Edition statement |
Sixth edition. |
264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
Place of production, publication, distribution, manufacture |
Hoboken, N.J. : |
Name of producer, publisher, distributor, manufacturer |
John Wiley, |
Date of production, publication, distribution, manufacture, or copyright notice |
[2010] |
264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
Date of production, publication, distribution, manufacture, or copyright notice |
©2010 |
300 ## - PHYSICAL DESCRIPTION |
Extent |
xli, 1078 pages : |
Other physical details |
illustrations ; |
Dimensions |
25 cm |
336 ## - CONTENT TYPE |
Content type term |
text |
Content type code |
txt |
Source |
rdacontent |
337 ## - MEDIA TYPE |
Media type term |
unmediated |
Media type code |
n |
Source |
rdamedia |
338 ## - CARRIER TYPE |
Carrier type term |
volume |
Carrier type code |
nc |
Source |
rdacarrier |
504 ## - BIBLIOGRAPHY, ETC. NOTE |
Bibliography, etc. note |
Includes bibliographical references and index. |
505 00 - FORMATTED CONTENTS NOTE |
Title |
Notation and Abbreviations -- |
Miscellaneous information |
1. |
Title |
Introduction -- |
Miscellaneous information |
1.1. |
Title |
From the Metal Column to the Structural System -- |
Miscellaneous information |
1.2. |
Title |
Scope and Summary of the Guide -- |
Miscellaneous information |
1.3. |
Title |
Mechanical Properties of Structural Metals -- |
Miscellaneous information |
1.4. |
Title |
Definitions -- |
Miscellaneous information |
1.5. |
Title |
Postbuckling Behavior -- |
Miscellaneous information |
1.6. |
Title |
Credits for the Chapters in the Sixth Edition of the SSRC Guide -- |
Miscellaneous information |
2. |
Title |
Stability Theory -- |
Miscellaneous information |
2.1. |
Title |
Introduction -- |
Miscellaneous information |
2.2. |
Title |
Bifurcation Buckling -- |
Miscellaneous information |
2.3. |
Title |
Limit-Load Buckling -- |
Miscellaneous information |
3. |
Title |
Centrally Loaded Columns -- |
Miscellaneous information |
3.1. |
Title |
Introduction -- |
Miscellaneous information |
3.2. |
Title |
Column Strength -- |
Miscellaneous information |
3.3. |
Title |
Influence of Imperfections -- |
Miscellaneous information |
3.4. |
Title |
Influence of End Restraint -- |
Miscellaneous information |
3.5. |
Title |
Strength Criteria for Steel Columns -- |
Miscellaneous information |
3.6. |
Title |
Aluminum Columns -- |
Miscellaneous information |
3.7. |
Title |
Stainless Steel Columns -- |
Miscellaneous information |
3.8. |
Title |
Tapered Columns -- |
Miscellaneous information |
3.9. |
Title |
Built-Up Columns -- |
Miscellaneous information |
3.10. |
Title |
Stepped Columns -- |
Miscellaneous information |
3.11. |
Title |
Guyed Towers -- |
Miscellaneous information |
4. |
Title |
Plates -- |
Miscellaneous information |
4.1. |
Title |
Introduction -- |
Miscellaneous information |
4.2. |
Title |
Elastic Local Buckling of Flat Plates -- |
Miscellaneous information |
4.3. |
Title |
Inelastic Buckling, Postbuckling, and Strength of Flat Plates -- |
Miscellaneous information |
4.4. |
Title |
Buckling, Postbuckling, and Strength of Stiffened Plates -- |
Miscellaneous information |
4.5. |
Title |
Buckling of Orthotropic Plates -- |
Miscellaneous information |
4.6. |
Title |
Interaction between Plate Elements -- |
Miscellaneous information |
5. |
Title |
Beams -- |
Miscellaneous information |
5.1. |
Title |
Introduction -- |
Miscellaneous information |
5.2. |
Title |
Elastic Lateral-Torsional Buckling, Prismatic I-Section Members -- |
Miscellaneous information |
5.3. |
Title |
Fundamental Comparison of Design Standards, Prismatic I-Section Members -- |
Miscellaneous information |
5.4. |
Title |
Stepped, Variable Web Depth and Other Nonprismatic I-Section Members -- |
Miscellaneous information |
5.5. |
Title |
Continuous-Span Composite I-Section Members -- |
Miscellaneous information |
5.6. |
Title |
Beams with Other Cross-Sectional Types -- |
Miscellaneous information |
5.7. |
Title |
Design for Inelastic Deformation Capacity -- |
Miscellaneous information |
5.8. |
Title |
Concluding Remarks -- |
Miscellaneous information |
6. |
Title |
Plate Girders -- |
Miscellaneous information |
6.1. |
Title |
Introduction -- |
Miscellaneous information |
6.2. |
Title |
Preliminary Sizing -- |
Miscellaneous information |
6.3. |
Title |
Web Buckling as a Basis for Design -- |
Miscellaneous information |
6.4. |
Title |
Shear Strength of Plate Girders -- |
Miscellaneous information |
6.5. |
Title |
Girders with No Intermediate Stiffeners -- |
Miscellaneous information |
6.6. |
Title |
Steel Plate Shear Walls -- |
Miscellaneous information |
6.7. |
Title |
Bending Strength of Plate Girders -- |
Miscellaneous information |
6.8. |
Title |
Combined Bending and Shear -- |
Miscellaneous information |
6.9. |
Title |
Plate Girders with Longitudinal Stiffeners -- |
Miscellaneous information |
6.10. |
Title |
End Panels -- |
Miscellaneous information |
6.11. |
Title |
Design of Stiffeners -- |
Miscellaneous information |
6.12. |
Title |
Panels under Edge Loading -- |
Miscellaneous information |
6.13. |
Title |
Fatigue -- |
Miscellaneous information |
6.14. |
Title |
Design Principles and Philosophies -- |
Miscellaneous information |
6.15. |
Title |
Girders with Corrugated Webs -- |
Miscellaneous information |
6.16. |
Title |
Research Needs -- |
Miscellaneous information |
7. |
Title |
Box Girders -- |
Miscellaneous information |
7.1. |
Title |
Introduction -- |
Miscellaneous information |
7.2. |
Title |
Bases of Design -- |
Miscellaneous information |
7.3. |
Title |
Buckling of Wide Flanges -- |
Miscellaneous information |
7.4. |
Title |
Bending Strength of Box Girders -- |
Miscellaneous information |
7.5. |
Title |
Nominal Shear Strength of Box Girders -- |
Miscellaneous information |
7.6. |
Title |
Strength of Box Girders under Combined Bending, Compression, and Shear -- |
Miscellaneous information |
7.7. |
Title |
Influence of Torsion on Strength of Box Girders -- |
Miscellaneous information |
7.8. |
Title |
Diaphragms -- |
Miscellaneous information |
7.9. |
Title |
Top-Flange Lateral Bracing of Quasi-Closed Sections -- |
Miscellaneous information |
7.10. |
Title |
Research Needs -- |
Miscellaneous information |
8. |
Title |
Beam-Columns -- |
Miscellaneous information |
8.1. |
Title |
Introduction -- |
Miscellaneous information |
8.2. |
Title |
Strength of Beam-Columns -- |
Miscellaneous information |
8.3. |
Title |
Uniaxial Bending: In-Plane Strength -- |
Miscellaneous information |
8.4. |
Title |
Uniaxial Bending: Lateral-Torsional Buckling -- |
Miscellaneous information |
8.5. |
Title |
Equivalent Uniform Moment Factor -- |
Miscellaneous information |
8.6. |
Title |
Biaxial Bending -- |
Miscellaneous information |
8.7. |
Title |
Special Topics -- |
Miscellaneous information |
9. |
Title |
Horizontally Curved Steel Girders -- |
Miscellaneous information |
9.1. |
Title |
Introduction -- |
Miscellaneous information |
9.2. |
Title |
Historical Review -- |
Miscellaneous information |
9.3. |
Title |
Fabrication and Construction -- |
Miscellaneous information |
9.4. |
Title |
Analysis Methods -- |
Miscellaneous information |
9.5. |
Title |
Stability of Curved I-Girders -- |
Miscellaneous information |
9.6. |
Title |
Stability of Curved Box Girders -- |
Miscellaneous information |
9.7. |
Title |
Concluding Remarks -- |
Miscellaneous information |
10. |
Title |
Composite Columns and Structural Systems -- |
Miscellaneous information |
10.1. |
Title |
Introduction -- |
Miscellaneous information |
10.2. |
Title |
U.S.-Japan Research Program -- |
Miscellaneous information |
10.3. |
Title |
Cross-Sectional Strength of Composite Sections -- |
Miscellaneous information |
10.4. |
Title |
Other Considerations for Cross-Sectional Strength -- |
Miscellaneous information |
10.5. |
Title |
Length Effects -- |
Miscellaneous information |
10.6. |
Title |
Force Transfer between Concrete and Steel -- |
Miscellaneous information |
10.7. |
Title |
Design Approaches -- |
Miscellaneous information |
10.8. |
Title |
Structural Systems and Connections for Composite and Hybrid Structures -- |
Miscellaneous information |
10.9. |
Title |
Summary -- |
Miscellaneous information |
11. |
Title |
Stability of Angle Members -- |
Miscellaneous information |
11.1. |
Title |
Introduction -- |
Miscellaneous information |
11.2. |
Title |
Review of Experimental and Analytical Research -- |
Miscellaneous information |
11.3. |
Title |
Single-Angle Compression Members -- |
Miscellaneous information |
11.4. |
Title |
Current Industry Practice for Hot-Rolled Single-Angle Members in the United States -- |
Miscellaneous information |
11.5. |
Title |
Design Criteria for Hot-Rolled Angle Columns in Europe, Australia, and Japan -- |
Miscellaneous information |
11.6. |
Title |
Design of Axially Loaded Cold-Formed Single Angles -- |
Miscellaneous information |
11.7. |
Title |
Concluding Remarks on the Compressive Strength of Eccentrically Loaded Single-Angle Members -- |
Miscellaneous information |
11.8. |
Title |
Multiple Angles in Compression -- |
Miscellaneous information |
11.9. |
Title |
Angles in Flexure -- |
Miscellaneous information |
12. |
Title |
Bracing -- |
Miscellaneous information |
12.1. |
Title |
Introduction -- |
Miscellaneous information |
12.2. |
Title |
Background -- |
Miscellaneous information |
12.3. |
Title |
Safety Factors, (φ) -- |
Miscellaneous information |
12.4. |
Title |
Relative Braces for Columns or Frames -- |
Miscellaneous information |
12.5. |
Title |
Discrete Bracing Systems for Columns -- |
Miscellaneous information |
12.6. |
Title |
Continuous Column Bracing -- |
Miscellaneous information |
12.7. |
Title |
Lean-on Systems -- |
Miscellaneous information |
12.8. |
Title |
Columns Braced on One Flange -- |
Miscellaneous information |
12.9. |
Title |
Beam Buckling and Bracing -- |
Miscellaneous information |
12.10. |
Title |
Beam Bracing -- |
Miscellaneous information |
13. |
Title |
Thin-Walled Metal Construction -- |
Miscellaneous information |
13.1. |
Title |
Introduction -- |
Miscellaneous information |
13.2. |
Title |
Member Stability Modes (Elastic) -- |
Miscellaneous information |
13.3. |
Title |
Effective Width Member Design -- |
Miscellaneous information |
13.4. |
Title |
Direct Strength Member Design -- |
Miscellaneous information |
13.5. |
Title |
Additional Design Considerations -- |
Miscellaneous information |
13.6. |
Title |
Structural Assemblies -- |
Miscellaneous information |
13.7. |
Title |
Stainless Steel Structural Members -- |
Miscellaneous information |
13.8. |
Title |
Aluminum Structural Members -- |
Miscellaneous information |
13.9. |
Title |
Torsional Buckling -- |
Miscellaneous information |
14. |
Title |
Circular Tubes and Shells -- |
Miscellaneous information |
14.1. |
Title |
Introduction -- |
Miscellaneous information |
14.2. |
Title |
Description of Buckling Behavior -- |
Miscellaneous information |
14.3. |
Title |
Unstiffened or Heavy-Ring-Stiffened Cylinders -- |
Miscellaneous information |
14.4. |
Title |
General Instability of Ring-Stiffened Cylinders -- |
Miscellaneous information |
14.5. |
Title |
Stringer- or Ring-and-Stringer-Stiffened Cylinders -- |
Miscellaneous information |
14.6. |
Title |
Effects on Column Buckling -- |
Miscellaneous information |
14.7. |
Title |
Cylinders Subjected to Combined Loadings -- |
Miscellaneous information |
14.8. |
Title |
Strength and Behavior of Damaged and Repaired Tubular Columns -- |
Miscellaneous information |
15. |
Title |
Members With Elastic Lateral Restraints -- |
Miscellaneous information |
15.1. |
Title |
Introduction -- |
Miscellaneous information |
15.2. |
Title |
Buckling of the Compression Chord -- |
Miscellaneous information |
15.3. |
Title |
Effect of Secondary Factors on Buckling Load -- |
Miscellaneous information |
15.4. |
Title |
Top-Chord Stresses due to Bending of Floor Beams and to Initial Chord Eccentricities -- |
Miscellaneous information |
15.5. |
Title |
Design Example -- |
Miscellaneous information |
15.6. |
Title |
Plate Girder with Elastically Braced Compression Flange -- |
Miscellaneous information |
15.7. |
Title |
Guyed Towers -- |
Miscellaneous information |
16. |
Title |
Frame Stability -- |
Miscellaneous information |
16.1. |
Title |
Introduction -- |
Miscellaneous information |
16.2. |
Title |
Methods of Analysis -- |
Miscellaneous information |
16.3. |
Title |
Frame Behavior -- |
Miscellaneous information |
16.4. |
Title |
Frame Stability Assessment Using Second-Order Analysis -- |
Miscellaneous information |
16.5. |
Title |
Overview of Current Code Provisions -- |
Miscellaneous information |
16.6. |
Title |
Structural Integrity and Disproportionate Collapse Resistance -- |
Miscellaneous information |
16.7. |
Title |
Concluding Remarks -- |
Miscellaneous information |
17. |
Title |
Arches -- |
Miscellaneous information |
17.1. |
Title |
Introduction -- |
Miscellaneous information |
17.2. |
Title |
In-Plane Stability of Arches -- |
Miscellaneous information |
17.3. |
Title |
Out-of-Plane Stability of Arches -- |
Miscellaneous information |
17.4. |
Title |
Braced Arches and Requirements for Bracing Systems -- |
Miscellaneous information |
17.5. |
Title |
Ultimate Strength of Steel Arch Bridges -- |
Miscellaneous information |
18. |
Title |
Doubly Curved Shells and Shell-Like Structures -- |
Miscellaneous information |
18.1. |
Title |
Introduction -- |
Miscellaneous information |
18.2. |
Title |
The Basic Problem -- |
Miscellaneous information |
18.3. |
Title |
Finite Element Method -- |
Miscellaneous information |
18.4. |
Title |
Design Codes -- |
Miscellaneous information |
18.5. |
Title |
Design Aids -- |
Miscellaneous information |
18.6. |
Title |
Reticulated Shells -- |
Miscellaneous information |
18.7. |
Title |
Design Trends and Research Needs -- |
Miscellaneous information |
19. |
Title |
Stability Under Seismic Loading -- |
Miscellaneous information |
19.1. |
Title |
Introduction -- |
Miscellaneous information |
19.2. |
Title |
Design for Local and Member Stability -- |
Miscellaneous information |
19.3. |
Title |
Global System Stability (P-Delta Effects) -- |
Miscellaneous information |
20. |
Title |
Stability Analysis By the Finite Element Method -- |
Miscellaneous information |
20.1. |
Title |
Introduction -- |
Miscellaneous information |
20.2. |
Title |
Nonlinear Analysis -- |
Miscellaneous information |
20.3. |
Title |
Linearized Eigenvalue Buckling Analysis -- |
Miscellaneous information |
Appendix A. |
Title |
General References on Structural Stability -- |
Miscellaneous information |
Appendix B. |
Title |
Technical Memoranda of Structural Stability Research Council -- |
Miscellaneous information |
1. |
Title |
Technical Memorandum No. 1: The Basic Column Formula -- |
Miscellaneous information |
2. |
Title |
Technical Memorandum No. 2: Notes on the Compression Testing of Metals -- |
Miscellaneous information |
3. |
Title |
Technical Memorandum No. 3: Stub-Column Test Procedure -- |
Miscellaneous information |
4. |
Title |
Technical Memorandum No. 4: Procedure for Testing Centrally Loaded Columns -- |
Miscellaneous information |
5. |
Title |
Technical Memorandum No. 5: General Principles for the Stability Design of Metal Structures -- |
Miscellaneous information |
6. |
Title |
Technical Memorandum No. 6: Determination of Residual Stresses -- |
Miscellaneous information |
7. |
Title |
Technical Memorandum No. 7: Tension Testing -- |
Miscellaneous information |
8. |
Title |
Technical Memorandum No. 8: Standard Methods and Definitions for Tests for Static Yield Stress -- |
Miscellaneous information |
9. |
Title |
Technical Memorandum No. 9: Flexural Testing -- |
Miscellaneous information |
10. |
Title |
Technical Memorandum No. 10: Statistical Evaluation of Test Data for Limit States Design -- |
Miscellaneous information |
Appendix C. |
Title |
Structural Stability Research Council. |
588 ## - SOURCE OF DESCRIPTION NOTE |
Source of description note |
Machine converted from AACR2 source record. |
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
Topical term or geographic name entry element |
Columns. |
9 (RLIN) |
315696 |
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
Topical term or geographic name entry element |
Girders. |
9 (RLIN) |
318416 |
700 1# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Ziemian, Ronald D., |
Relator term |
editor. |
9 (RLIN) |
1079293 |
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21-07-21 |
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27-10-15 |
942 ## - ADDED ENTRY ELEMENTS (KOHA) |
Koha item type |
Book |
945 ## - LOCAL PROCESSING INFORMATION (OCLC) |
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624.1821 GUI |
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998 ## - LOCAL CONTROL INFORMATION (RLIN) |
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Operator's initials, OID (RLIN) |
06-04-16 |
Cataloger's initials, CIN (RLIN) |
m |
First date, FD (RLIN) |
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eng |
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