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E-raamat: Design Analysis of Beams, Circular Plates and Cylindrical Tanks on Elastic Foundations: Including Software CD-ROM

  • Formaat: 304 pages
  • Ilmumisaeg: 25-Nov-2020
  • Kirjastus: CRC Press
  • Keel: eng
  • ISBN-13: 9781000108033
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Design Analysis of Beams, Circular Plates and Cylindrical Tanks on Elastic Foundations: Including Software CD-ROMSuurem pilt
  • Formaat: 304 pages
  • Ilmumisaeg: 25-Nov-2020
  • Kirjastus: CRC Press
  • Keel: eng
  • ISBN-13: 9781000108033
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This extended and revised second edition elaborates on techniques for the numerical analysis of beams, long strips, circular plates, and circular-cylindrical tanks resting on elastic foundations and on unyielding or elastic supports. Emphasis is placed on the simplicity of analysis, while maintaining the accuracy of results, and a large number of examples are included as illustration. Easy-to-use, fully-revised software is included which runs smoothly under current Windows operating systems. The applicability of the software is extended to analysis of laterally-loaded piles and bending analysis of retaining walls. A bonus suite of complementary software containing programmes for elastic-plastic soil-structure interaction analyses of beams or strips, laterally-loaded piles or sheet-piles, and long retaining walls is also included. This package of numerical techniques and software provides a powerful tool which renders design analysis of structures easy and time-efficient. Practising engineers will find this title invaluable, while postgraduate students and researchers working in soil-structure interaction will also find the book-software package very useful.
Preface ix
Acknowledgements xiv
Symbols and notations xv
General introduction xx
PART 1 Analysis
1(232)
Introduction to applied analyses
3(8)
General information, definitions and assumptions
3(3)
Displacement-based formulation of soil-structure interaction
6(1)
Soil idealisations
7(4)
Properties of Winkler foundation
7(1)
Properties of smooth Homogeneous Elastic Half-Space
8(3)
Linear-elastic analysis of beams and strips on elastic foundations
11(75)
Introduction to beam and strip analysis -- scope and basic assumptions
11(1)
Stiffness analysis of beams and strips resting on Winkler foundations
12(20)
Development of element stiffness matrix
16(4)
Element fixed-end forces
20(3)
Formulation of stiffness equations for the whole beam
23(4)
Support conditions
27(1)
Solution of governing equations and evaluation of internal forces
28(1)
Strip analysis as a modification of the beam treatment
29(3)
Stiffness analysis of beams and strips on smooth homogeneous elastic half-space
32(6)
Flexibility coefficients for an elastic half-space in contact with a beam
33(3)
Flexibility coefficients for an elastic half-space in contact with a strip
36(1)
Global stiffness matrix, governing equations and problem solution
37(1)
Finite-difference analysis of beams and strips based on strain energy
38(20)
Equivalent stiffness matrix of the structure
41(8)
Stiffness matrices for elastic media in contact with beam
49(4)
Equivalent nodal forces
53(2)
Solution of governing equations and evaluation of internal forces
55(3)
Examples of beam/strip analysis
58(14)
Application of beam/strip analysis to laterally loaded piles, thin retaining walls and aqueducts
72(14)
Elastic analysis of laterally loaded piles
72(1)
Bending analysis of base slabs of thin frictionless retaining walls
73(2)
Elastic analysis of base slabs of aqueducts
75(1)
Examples
76(10)
Linear-elastic analysis of circular plates on elastic foundations
86(67)
Introduction -- scope and basic assumptions
86(1)
Structural idealisation and general formulation of the problem
86(5)
Strain energy of the plate -- derivation of stiffness equations
91(16)
Curvatures, slopes and bending moments associated with nodal lines
91(10)
Bending strain energy expressions for plate rings related to nodal lines and their derivatives
101(5)
Plate stiffness coefficients
106(1)
Stiffness matrix of Winkler foundation
107(2)
Flexibility and stiffness matrices for smooth homogeneous elastic half-space
109(3)
Flexibility coefficients for an elastic half-space in contact with a circular plate
109(3)
Stiffness matrix for an elastic half-space associated with a circular plate
112(1)
Stiffness matrix for elastic nodal restraints
112(1)
Equivalent nodal forces due to loads and environmental changes
112(8)
Equivalent nodal forces due to loads applied along nodal lines
113(1)
Effects of loads distributed over ring elements bounded by nodal lines
113(1)
Equivalent nodal loads due to radial moments applied along nodal lines
114(1)
Equivalent nodal loads due to environmental changes
115(5)
Solution of stiffness equations -- evaluation of structural response fields
120(5)
Radial and circumferential bending moments in sections adjacent to nodal lines
120(3)
Estimates of contact pressure under nodal lines
123(1)
Radial shear forces in sections adjacent to nodal lines
123(2)
Examples of plate analysis
125(28)
Linear-elastic analysis of cylindrical tanks under conditions of axial symmetry
153(80)
Introduction -- scope and main assumptions
153(1)
General concepts
154(1)
Base plate analysis -- structural modelling
155(5)
Plate bending behaviour
155(1)
Plate in-plane behaviour
155(5)
Wall cylinder analysis -- structural modelling
160(15)
Constitutive and differential equations -- effect of axial forces on hoop forces and flexure
160(2)
Wall bending behaviour
162(2)
Ring-stiffened walls
164(3)
Effects of loads and environmental changes -- fixed-end forces
167(8)
Roof structure analysis
175(17)
Roof plate treatment
175(2)
Axi-symmetric roof shell analysis applying Finite Element Method
177(15)
Integration of individual analyses of tank sub-structures into global solution
192(8)
Wall--plate/shell compatibility of displacements conditions
193(6)
Global solution of a circular-cylindrical tank problem
199(1)
Examples of tank analysis
200(33)
PART 2 Computer software
233(45)
General information
235(15)
About BPT software
235(1)
Hardware requirements and software installation
236(1)
Data input
236(1)
Output
237(1)
Main units
237(1)
Structural idealisations
237(3)
Beam and strip modelling
237(1)
Plate and tank's plate modelling
238(1)
Tank wall idealisation
239(1)
Tank's roof shell idealisation
240(1)
Allowable loads -- sign and plotting conventions
240(3)
Beams and strips
240(1)
Circular plates
241(1)
Wall
241(1)
Loads on tank's roof shell
242(1)
Data and results file storage
243(1)
Starting BPT
244(6)
Data input
250(18)
Geometry and material properties data input
250(6)
General geometry and material properties data input
251(1)
Input of element geometry data
252(4)
Support media data input
256(5)
Support general information input
256(1)
Support specific data input
257(4)
Load/environmental change data input
261(7)
Uniform load and self-weight data input
262(1)
Nodal load data input
263(1)
Trapezoidal load data input
264(1)
Input of data for hydrostatic load on tank
265(1)
Data input for environmental change effects
265(3)
Statical analysis and data/results presentation
268(10)
Analysis
268(2)
Previewing, printing and saving data and results
270(2)
Previewing data details
271(1)
Viewing results of analysis
271(1)
Plotting structural response diagrams
272(6)
Beam/strip structure
274(1)
Cylindrical tank structure
274(3)
Axi-symmetric circular plate
277(1)
References 278(2)
Index 280


Dr Edmund S Melerski, who sadly passed away just before publication of this book, was a Senior Lecturer at the University of Tasmania, Australia. He had over 35 years of experience in university teaching and research in the area of structures and structural analysis, gained in four countries. His major research interests were associated with the soil-structure interaction analysis, resulting in a large number of papers and this definitive work.
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