THEORY OF STRUCTURES (Record no. 3208)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 02376nam a2200205#a 4500 |
| 001 - CONTROL NUMBER | |
| control field | vtls000004669 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 230822s1980 xx 000 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | JPS |
| 090 00 - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) | |
| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) | PHE 629.17 SMI |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | JPS |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | SMITH, M.J. |
| Relator term | author |
| 245 #0 - TITLE STATEMENT | |
| Title | THEORY OF STRUCTURES |
| 260 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Place of production, publication, distribution, manufacture | LONDON: GEORGE GOODWIN LIMITED, |
| Date of production, publication, distribution, manufacture | 1980 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 276P; ILLUST |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 1. Moment distribution. 1.1 Hardy cross method of moment distribution. 1.2 Sinking supports. 1.3 Cantilever beams. 1.4 Simple. 2. Slope deflection. 2.1 Basic equations. 2.2 Propped. 3. Strain energy, 3.1 Expressions for strain energy. 3.2 Deflection of framed structures. 3.3 Statically indeterminate frames. 3.4 Strain energy in bending. 3.5 Combined bending and direct stress. 4. The Am techniques. 5. Statically determinate space frames. 6. Plastic analysis. 6.1 Load factor. 6.2 General expression for elastic modulus. 6.3 Collapse mechanism. 6.4 Equilibrium methods. 6.5 Virtual work method. 6.6 Continuous beams. 6.7 Hinged base portal frames. 6.8 Combined axial load and bending. 7. Arches. 7.1 Two-hinged arch. 7.2 Effects of temperature. 7.3 Semi-circular and segmental arches. 8. Influences lines. 8.1 Maxwell's theorem of reciprocal displacement. 8.2 Influences lines for deflection. 8.3 Model analysis. 8.4 Construction of influences line. 8.5 Muller-breslau theorem. 8.6 Influences line expression for a parabolic arch. 8.7 Influences lines on lattice girders. 8.8 Parallel chord trusses. 8.9 Lattice trusses with sloping chord. 9. Suspension structures. 9.1 Unstiffened suspension structures. 9.2 Stiffened suspension bridge. 9.3 The three-hinged stiffens truss. 9.4 Influences lines for bending moment and shear force. 9.5 Uniformly distributed imposed loading. 10. Deflection of pin-jointed frames. 10.1 The Williot diagram. 10.2 1 The Williot Mohr diagram. 10.3 Secondary bending moments in rigid jointed lattice frames. 11. Columns and struts. 11.1 Axially loaded struts. 11.2 Struts with initial curvature. 11.3 The Perry-Robertson equation. 11.4 Empirical design formula. 11.5 Eccentric loading. 11.6 Lateral loading. 12. Statically indeterminacy. 12.1 Methods of connected ring. |
| 546 ## - LANGUAGE NOTE | |
| Language note | ENG |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | STRUCTURES, THEORY OF. |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | Monograf |
| 990 ## - EQUIVALENCES OR CROSS-REFERENCES [LOCAL, CANADA] | |
| Link information for 9XX fields | 1980 |
| Withdrawn status | Lost status | Damaged status | Not for loan | Collection | Home library | Current library | Shelving location | Date acquired | Total checkouts | Full call number | Barcode | Date last seen | Copy number | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| General Collections | JPS HQ Library | JPS HQ Library | Main Library | 22/08/2023 | PHE 629.17 SMI | 1000000964 | 22/08/2023 | 1 | 22/08/2023 | Monograf |