MARC details
| 000 -LEADER |
|---|
| fixed length control field |
03496cam a2200373 i 4500 |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20221101220821.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
090715s2008 enka b 001 0 eng d |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
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| LC control number |
2008005287 |
| 011 ## - LINKING LIBRARY OF CONGRESS CONTROL NUMBER [OBSOLETE] |
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| Local cataloguing issues note |
BIB MATCHES WORLDCAT |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
0521897947 |
| Qualifying information |
hardback |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
|---|
| International Standard Book Number |
9780521897945 |
| Qualifying information |
hardback |
| 035 ## - SYSTEM CONTROL NUMBER |
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| System control number |
(ATU)b11450277 |
| 035 ## - SYSTEM CONTROL NUMBER |
|---|
| System control number |
(OCoLC)191882106 |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
DLC |
| Language of cataloging |
eng |
| Description conventions |
rda |
| Transcribing agency |
DLC |
| Modifying agency |
YDXCP |
| -- |
BAKER |
| -- |
BTCTA |
| -- |
C#P |
| -- |
BWX |
| -- |
UKM |
| -- |
IXA |
| -- |
BWK |
| -- |
YBM |
| -- |
VP@ |
| -- |
GA0 |
| -- |
ATU |
| 050 00 - LIBRARY OF CONGRESS CALL NUMBER |
|---|
| Classification number |
TA645 |
| Item number |
.H463 2008 |
| 082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER |
|---|
| Classification number |
624.17 |
| Edition number |
22 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Heyman, Jacques, |
| Relator term |
author. |
| 9 (RLIN) |
1073465 |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Basic structural theory / |
| Statement of responsibility, etc. |
Jacques Heyman. |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Place of production, publication, distribution, manufacture |
Cambridge ; |
| -- |
New York : |
| Name of producer, publisher, distributor, manufacturer |
Cambridge University Press, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2008. |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xii, 134 pages : |
| Other physical details |
illustrations ; |
| Dimensions |
23 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 0# - FORMATTED CONTENTS NOTE |
|---|
| Formatted contents note |
Introduction -- Structural assumptions -- Structural equations -- Strength -- Trussed frameworks -- Virtual work -- Structures in bending -- Plastic theory -- Masonry -- The structural state -- Stiffness -- The truss -- Bending stiffness -- Matrix formulation -- Elastic analysis -- Elastic properties: Reciprocal theorems; influence lines; indirect model tests; energy methods -- Methods of calculation: Slope-deflexion equations; moment distribution -- Stability -- Elastic buckling -- Practical behaviour -- Other buckling phenomena -- Appendix A: Virtual work -- Structures in bending -- Trusses -- Appendix B: The plastic theorems -- Appendix C: Buckling calculations. |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc. |
"This text introduces the basic equations of the theory of structures. Conventional presentations of these equations follow the ideas of elastic analysis, introduced nearly two hundred years ago. The present book is written against the background of advances made in structural theory during the last fifty years, notably by the introduction of so-called plastic theory. Tests on real structures in the twentieth century revealed that structural states predicted by elastic analysis cannot in fact be observed in practice, whereas plastic ideas can be used to give accurate estimates of strength. Strength is discussed in the first part of this book without reference to equations of elastic deformation. However, the designer is concerned also with stiffness, for which elastic analysis is needed, and the standard equations (suitable, for example, for computer programming) are presented. Finally, stability is analysed, which again is essentially an elastic phenomenon, and it is shown that a higher "factor of safety" is required to guard against buckling than that required to guarantee straightforward strength. The emphasis throughout is on the derivation and application of the structural equations, rather than on details of their solution (nowadays best done by computer), and the numerical examples are deliberately kept simple."--Publisher description. |
| 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 |
Structural analysis (Engineering) |
| General subdivision |
Mathematical models |
| 9 (RLIN) |
719016 |
| 856 42 - ELECTRONIC LOCATION AND ACCESS |
|---|
| Materials specified |
Contributor biographical information |
| Uniform Resource Identifier |
<a href="http://www.loc.gov/catdir/enhancements/fy0811/2008005287-b.html">http://www.loc.gov/catdir/enhancements/fy0811/2008005287-b.html</a> |
| 907 ## - LOCAL DATA ELEMENT G, LDG (RLIN) |
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| a |
.b11450277 |
| b |
10-06-19 |
| c |
27-10-15 |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Koha item type |
Book |
| 945 ## - LOCAL PROCESSING INFORMATION (OCLC) |
|---|
| a |
624.17 HEY |
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1 |
| i |
A456767B |
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0 |
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cmain |
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$84.21 |
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0 |
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3 |
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0 |
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1 |
| x |
0 |
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.i12899604 |
| z |
29-10-15 |
| 998 ## - LOCAL CONTROL INFORMATION (RLIN) |
|---|
| -- |
(3)b |
| -- |
(3)c |
| Operator's initials, OID (RLIN) |
20-03-18 |
| Cataloger's initials, CIN (RLIN) |
m |
| First date, FD (RLIN) |
a |
| -- |
eng |
| -- |
enk |
| -- |
0 |
