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Analysis of Structures on Elastic Foundations [Kõva köide]

  • Formaat: Hardback, 600 pages, kõrgus x laius x paksus: 254x178x36 mm, kaal: 1166 g
  • Ilmumisaeg: 30-Sep-2012
  • Kirjastus: J Ross Publishing
  • ISBN-10: 1604270748
  • ISBN-13: 9781604270747
Teised raamatud teemal:
  • Formaat: Hardback, 600 pages, kõrgus x laius x paksus: 254x178x36 mm, kaal: 1166 g
  • Ilmumisaeg: 30-Sep-2012
  • Kirjastus: J Ross Publishing
  • ISBN-10: 1604270748
  • ISBN-13: 9781604270747
Teised raamatud teemal:
Suitable for structural and geotechnical engineers as well as graduate students working in foundation engineering, this title includes descriptions of practical methods of analysis of various foundations including simple beams on elastic foundations as well as very complex foundations such as mat foundations supported on piles.

Analysis of Structures on Elastic Foundations is a practical guide for structural and geotechnical engineers as well as graduate students working in foundation engineering. Included are detailed descriptions of practical methods of analysis of various foundations including simple beams on elastic foundations as well as very complex foundations such as mat foundations supported on piles. Methods for fast and easy hand analysis in addition to methods for exact computer analysis are presented. Most of the methods are developed for three soil models: Winkler foundation, elastic half-spaces, and elastic layers. Numerous numerical examples illustrate the applications of these methods.

Analysis of Structures on Elastic Foundations is a practical guide for structural and geotechnical engineers as well as graduate students working in foundation engineering. Included are detailed descriptions of practical methods of analysis of various foundations including simple beams on elastic foundations as well as very complex foundations such as mat foundations supported on piles. Methods for fast and easy hand analysis in addition to methods for exact computer analysis are presented. Most of the methods are developed for three soil models: Winkler foundation, elastic half-spaces, and elastic layers. Numerous numerical examples illustrate the applications of these methods. Key Features: --Offers simple formulae and tables for analysis of beams free-supported on Winkler foundation and elastic half-spaces as well as applications to the analysis of complex beams and many types of continuous beams --Describes in detail the little known Method of Initial Parameters that allows analyzing various statically indeterminate systems with elements supported on Winkler foundation --Covers a new and very simple method of combined analysis of 2D and 3D frames with individual foundations by modeling the system soil foundation with equivalent line elements and without requiring special software --Introduces a series of new methods/algorithms such as analysis of composite beams and plates on elastic foundations, combined analysis of walls with continuous foundations, and combined analysis of walls supported on frames with continuous and individual foundations

Arvustused

"I recommend this book to all practicing engineers in the field of elastic foundations design. Analysis of Structures on Elastic Foundation analyzes different foundations on elastic soils and focuses on practical solutions for practicing engineers with an emphasis on simplicity and accurate results. This subject is highly theoretical and there are few books out there with straightforward solutions. It covers a variety of foundation types and conditions including special foundations. It is important to state that the problems can be solved by hand and/or by computers. I believe this book should be on the shelves of all practicing engineers dealing with the subject of elastic foundation design." -Robert Mayer, P.E., Structural Engineer; "Analysis of Structures on Elastic Foundations represents an excellent addition to the literature concerning structural and foundation engineering. It covers not only beams and plates but also a large variety of structures supported on elastic foundation. This book reflects the author's long practical experience and is highly recommended for practicing engineers and scientists working in these areas." -Samuel Aroni, Professor Emeritus, UCLA; "This book 'takes engineers by the hand' and walks them through the maze of existing soil models and design methods, from simple to complex, offering a general review and a detailed analysis of each. It contains the necessary knowledge to produce successful results and features a variety of simple and accurate methods of hand and computer analyses of various structures and structural systems supported on soil." -Mark Bukhbinder, Ph.D., PE, Civil Engineer

Preface vii
About the Author xiii
Chapter 1 Soils and Soil Models
1(28)
1.1 Introduction
1(1)
1.2 Winkler Foundation
2(2)
1.3 Modulus of Subgrade Reaction for Individual Foundations
4(3)
1.4 Elastic Half-Space or Elastic Continuum
7(8)
1.5 Elastic Layer
15(14)
References
26(3)
Chapter 2 Analytical Methods of Analysis of Finite Beams on Winkler Foundation
29(88)
2.1 Introduction
29(1)
2.2 Analysis of Infinite and Semi-Infinite Beams on Winkler Foundation
30(4)
2.3 Method of Superposition
34(4)
2.4 Method of Initial Parameters and its Application to Analysis of Regular Beams
38(5)
2.5 Method of Initial Parameters
43(10)
2.6 Analysis of Continuous Beams and Frames on Winkler Foundation: The Stiffness Method
53(7)
2.7 Exact Analysis of Frames on Winkler Foundation
60(13)
2.8 Exact Analysis of Interconnected Beams on Winkler Foundation
73(11)
2.9 Analysis of Rigid Piles with Horizontal Loads
84(2)
2.10 Analysis of Rigid Piles with Horizontal and Vertical Loads
86(2)
2.11 Flexible Piles. Variable Lateral Modulus of Subgrade Reaction
88(29)
References
115(2)
Chapter 3 Simplified Analysis of Beams and Frames on Winkler Foundation
117(62)
3.1 Introduction
117(1)
3.2 Analysis of Free Supported Beams
117(6)
3.3 Analysis of Beams with Various Boundary Conditions
123(7)
3.4 Analysis of Interconnected Beams
130(3)
3.5 Analysis of Pin-connected Beams
133(3)
3.6 Analysis of Continuous Beams
136(1)
3.7 Analysis of Stepped Beams
137(12)
3.8 Analysis of Complex Beams on Winkler Foundation
149(1)
3.9 Combined Analysis of Frames and Individual Foundations
150(4)
3.10 The Second Method of Modeling and the Iterative Method
154(25)
References
178(1)
Chapter 4 Analysis of Beams on Elastic Half-Space
179(64)
4.1 Introduction
179(1)
4.2 Analysis of Rigid Beams
180(7)
4.3 Short Beam Analysis
187(5)
4.4 Analysis of Short Beams with Uniformly Distributed Loads
192(1)
4.5 Analysis of Long Beams
193(3)
4.6 Analysis of Complex Beams
196(4)
4.7 Analysis of Frames on Elastic Half-space
200(43)
References
241(2)
Chapter 5 Analysis of Beams on Elastic Half-Space, Plane Strain Analysis
243(124)
5.1 Introduction
243(1)
5.2 The Method of Analysis
244(8)
5.3 Analysis of Beams with Uniformly Distributed Loads
252(4)
5.4 Analysis of Beams with Concentrated Vertical Loads
256(2)
5.5 Analysis of Beams Loaded with Concentrated Moments
258(3)
5.6 Deflections of Beams with Uniformly Distributed Loads
261(2)
5.7 Deflections of Beams with Vertical Concentrated Loads
263(1)
5.8 Deflections of Beams Loaded with Concentrated Moments
264(1)
5.9 Combined Analysis of 2D Frames and Continuous Foundations
265(102)
References
365(2)
Chapter 6 Numerical Analysis of Beams Supported on Elastic Half-Space and Elastic Layer
367(48)
6.1 Introduction
367(1)
6.2 Settlements of an Elastic Half-Plane, Plane Strain Analysis
368(2)
6.3 Settlements of an Elastic Half-Space, 3D Analysis
370(2)
6.4 Analysis of Beams Supported on Elastic Half-Plane
372(4)
6.5 3D Analysis of Beams Supported on Elastic Half-Space
376(7)
6.6 Analysis of Beams with Various Boundary Conditions
383(3)
6.7 Analysis of Complex Continuous Beams
386(2)
6.8 Analysis of 2D Frames with Continuous Foundations
388(1)
6.9 Analysis of a Group of Foundations
389(4)
6.10 Analysis of Interconnected Beams
393(4)
6.11 Other Methods of Analysis
397(3)
6.12 Analysis of 2D and 3D Frames with Individual Foundations Supported on Elastic Half-Space
400(3)
6.13 Analysis of Beams Supported on Elastic Layer
403(12)
References
414(1)
Chapter 7 Simplified Analysis of Mat Foundations
415(60)
7.1 Introduction
415(1)
7.2 Rigid Analysis
416(2)
7.3 Elastic Analysis
418(2)
7.4 Analysis of Infinite Plates Supported on Elastic Half-Space with a Vertical Concentrated Load
420(2)
7.5 Analysis of Infinite Plates Supported on Elastic Layer with a Vertical Concentrated Load
422(5)
7.6 Approximate Analysis of Rectangular Mat Foundations Supported on Elastic Half-Space
427(4)
7.7 Approximate Analysis of Semi-Infinite Rectangular Plates Supported on Elastic Half-Space
431(44)
References
474(1)
Chapter 8 Numerical Analysis of Mat Foundations
475(28)
8.1 Introduction
475(1)
8.2 Analysis of Mats Supported on Winkler Foundation
476(1)
8.3 Analysis of Mat Foundations Supported on Elastic Half-Space: The First Method
477(3)
8.4 The Second Method
480(2)
8.5 The Iterative Method
482(1)
8.6 Zhemochkin's Method
483(3)
8.7 Mats with Various Boundary Conditions
486(3)
8.8 Combined Analysis of Mat Foundations and Superstructures
489(3)
8.9 Combined Analysis of Walls, Frames and Mat Foundations
492(5)
8.10 Analysis of Mat Foundations Supported on Piles
497(6)
References
502(1)
Chapter 9 Analysis of Circular Plates on Elastic Foundation
503(54)
9.1 Introduction
503(1)
9.2 Simplified Analysis of Circular Plates on Elastic Foundation
503(4)
9.3 Circular Plates on Elastic Half-space; Equations and Tables
507(3)
9.4 Totally Rigid Circular Plates Supported on Elastic Half-Space
510(2)
9.5 Elastic Circular Plates Supported on Elastic Half-Space
512(5)
9.6 Numerical Analysis of Circular and Ring Plates Supported on Elastic Foundation
517(4)
9.7 Analysis of Ring Foundations
521(2)
9.8 Analysis of Narrow Ring Foundations
523(2)
9.9 Analytic-Numerical Analysis of Circular Plates on Elastic Foundation
525(32)
References
556(1)
Chapter 10 Special Structures on Elastic Foundation
557
10.1 Introduction
557(1)
10.2 Analysis Composite Beams on Elastic Foundation
557(3)
10.3 Analysis of Composite Plates on Elastic Foundation
560(6)
10.4 Analysis of Boxed Foundations
566(2)
10.5 Combined Analysis of Boxed Foundation and a 3D Frame-Superstructure
568(2)
10.6 Analysis of Walls on Elastic Foundation
570(3)
10.7 Analysis of Walls with a Soft Storey Supported on Elastic Foundation
573(3)
10.8 Analysis of Walls Supported on Frames with Individual Foundations
576
References
578
Edward Tsudik, Ph.D., P.E., received his M.S. Degree in Structural Engineering from the Moscow Structural Engineering Institute (VZISI) and his Ph.D. from the Moscow Engineering Institute (MADI), School of Bridges and Tunnels. Dr. Tsudik has worked as a structural engineer in various positions, mostly in the area of computer structural analysis and led a group of engineers and programmers involved in the development of structural software for practical applications. After immigrating to the United States, he worked as a structural engineer for the M.W. Kellogg Corp. and the Foster Weller Energy Corp. and started an engineering and construction company involved in the earthquake rehabilitation of old masonry buildings. Dr. Tsudik is the author of 40 publications, including two monographs, primarily on structures on elastic foundations and soil-foundation-structure interactions. He has participated in numerous international conferences devoted to the design and analysis of structures and foundations and has conducted seminars at engineering companies and at UCLA.