MOMENT DISTRIBUTION (Record no. 525)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 04053nam a2200217#a 4500 |
| 001 - CONTROL NUMBER | |
| control field | vtls000000613 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 230822s1961 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) | CE 531.23 LIG |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | JPS |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | LIGHTFOOT, Edgar. |
| Relator term | author |
| 245 #0 - TITLE STATEMENT | |
| Title | MOMENT DISTRIBUTION |
| 260 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Place of production, publication, distribution, manufacture | London: E & F M Spon Ltd, |
| Date of production, publication, distribution, manufacture | 1961 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 363p; illus |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | Chapter 1: Concepts and conventions. 1.1 The force and displacement methods of elastic structural analysis. 1.2 The physical conception of moment distribution. 1.3 Stiffness and carry-over factors. 1.4 Sign convention. Chapter 2: Simple moment distribution for plane frames without sideways. 2.1 The distribution of fixed- end moments (General description of the methods). 2.2 Structures with straight prismatic members (allowance for bending only). Chapter 3: Allowance for shear, elastic connections and haunches members. 3.1 Linear and non-linear fixing moment diagrams. 3.2 Structures with straight prismatic members (shearing deformation included with bending, other effects ignored). 3.3 Structures with straight prismatic members (allowance for elastically- restrained beam-column connections. All other effects, apart from bending ignored). 3.4 Structures with straight members of varying flexural rigidity (allowance for bending only). Chapter 4: Allowance for axial loading and lateral elastic support. 4.1 Introduction. 4.2 Structures with straight prismatic members (allowance for axial loading. All other effects, apart from bending, ignored). 4.3 Structures with members subjected to lateral elastic support (all other effects, apart from bending, ignored). Chapter 5: Moment distribution for plane, rectilinear structures subject to sideways. 5.1 Introduction. 5.2 Equilibrium conditions for structures with sideways. 5.3 Unit displacement methods for allowing for sideways. 5.4 The methods of successive sway corrections. 5.5 Methods allowing automatically for sideways. 5.6 The principles of multiples. 5.7 Analysis for settlement, temperature and axial deformation effects. |
| -- | 5.8 Allowance for shearing deformations, varying sections in the members and elastically retrained beam column connections. 5.9 Comparison of analytical methods. 6.1 Introduction. 6.2 Equilibrium conditions. 6.3 Unit displacement methods of analysis. 6.4 Successive sway correction methods. 6.5 Methods allowing automatically for sideways. 6.6 Force diagram for rigid-jointed structures with inclined members. 6.7 Analysis for settlement temperature and axial deformation effects. Chapter 7: Direct distribution and influences lines. 7.1 Introduction. 7.2 Direct moment distribution. 7.3 Influences lines. Chapter 8: Generalized slope deflection and moment distribution for plane frames. 8.1 Introduction. 8.2 The generalized slope- deflection methods. 8.3 Generalized moment distribution. Chapter 9: Elastic instability of rigid jointed plane frameworks. 9.1 Introduction. 9.2 Elastic instability of rigid jointed frames without sideways. 9.3 Elastic instability of rectilinear frames, subject to sideways. 9.4. Further theoretical developments. Chapter 10: Arches and structures with curved members. 10.1 Introduction. 10.2 Arches. 10.3 Structures with curved roof members. Chapter 11: Structures with continuous elastic supports. 11.1 Introduction. 11.2 Further theory for straight prismatic members and its application to footings and basements. 11.3 Interaction of spherical domes and circular- cylindrical tanks. Chapter 12: Further applications and developments. 12.1 Introduction. 12.2 Structures requiring intermediate displacement calculation in their analysis. 12.3 Grid framework. 12.4 Space framework. 12.5 Plastic moment distribution. 12.6 The rankine- member methods for estimating the Collapse load for a framework. 12.7 Substitute frames in analysis and design. 12.8 Further developments in moment distribution. |
| 546 ## - LANGUAGE NOTE | |
| Language note | ENG |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | MOMENT DISTRIBUTION. |
| 650 20 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | STRUCTURAL ANALYSIS. |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | Monograf |
| 990 ## - EQUIVALENCES OR CROSS-REFERENCES [LOCAL, CANADA] | |
| Link information for 9XX fields | 1961 |
| 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 | CE 531.23 LIG | 1000001008 | 22/08/2023 | 1 | 22/08/2023 | Monograf |