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E-raamat: Static Analysis of Determinate and Indeterminate Structures [Taylor & Francis e-raamat]

, , (West Virginia University, USA),
  • Formaat: 196 pages, 24 Tables, black and white; 98 Line drawings, black and white; 98 Illustrations, black and white
  • Ilmumisaeg: 25-Jan-2022
  • Kirjastus: CRC Press
  • ISBN-13: 9781003246633
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  • Taylor & Francis e-raamat
  • Hind: 133,87 €*
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  • Tavahind: 191,24 €
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Static Analysis of Determinate and Indeterminate StructuresSuurem pilt
  • Formaat: 196 pages, 24 Tables, black and white; 98 Line drawings, black and white; 98 Illustrations, black and white
  • Ilmumisaeg: 25-Jan-2022
  • Kirjastus: CRC Press
  • ISBN-13: 9781003246633
Teised raamatud teemal:
Taylor & Francis e-raamatudRohkem infot Taylor & Francis e-raamatute kohta
Raamatu kodulehekülg: https://www.taylorfrancis.com/books/9781003246633
"This book presents students with the key fundamental elements of structural analysis and covers as much material as is needed for a single-semester course, allowing for a full understanding of indeterminate structural analysis methods without being overwhelming. Authored by four full professors of engineering, this class-tested approach is more practical and focused than what's found in other existing structural analysis titles, and therefore more easily digestible and accessible. It also allows students to solve indeterminate structural analysis problems by utilizing different methods, enabling them to compare the merits of each, and providing a greater understanding of the subject material. Features: Includes practical examples to illustrate the concepts presented throughout the book. Examines and compares different methods to solve indeterminate structural analysis problems Presents a focused treatment of the subject suitable as a primary text for coursework. Static Analysis of Determinate and Indeterminate Structures is suitable for Civil Engineering students taking Structural Analysis courses"--

This book presents students with the key fundamental elements of structural analysis and covers as much material as is needed for a single-semester course, allowing for a full understanding of indeterminate structural analysis methods without being overwhelming.

Preface xi
Author Biographies xiii
Introduction xv
PART I Analysis of Statically Determinate Structures
Chapter 1 Solving Reactions Using Equations of Force
3(10)
1.1 Equations of Equilibrium
3(1)
1.2 Determinacy of a Beam
3(1)
1.3 Examples
4(9)
Example 1.3.1
4(2)
Example 1.3.2
6(1)
Example 1.3.3
7(1)
Example 1.3.4
8(2)
Problems for
Chapter 1
10(3)
Chapter 2 Deflection of Statically Determinate Beams and Frames
13(32)
2.1 Double Integration Method
13(12)
Example 2.1.1
14(2)
Example 2.1.2
16(2)
Example 2.1.3
18(3)
Example 2.1.4
21(4)
2.2 Moment Area Method
25(5)
Example 2.2.1
26(1)
Example 2.2.2
27(1)
Example 2.2.3
28(1)
Example 2.2.4
29(1)
2.3 Conjugate Beam Method
30(8)
Example 2.3.1
33(2)
Example 2.3.2
35(1)
Example 2.3.3
36(2)
Example 2.3.4
38(1)
2.4 Unit Load Method
38(5)
Example 2.4.1
40(1)
Example 2.4.2
41(1)
Example 2.4.3
42(1)
2.5 Summary
43(2)
Problems for
Chapter 2
43(2)
Chapter 3 Deflection of Statically Determinate Trusses
45(10)
3.1 Basic Concept
45(1)
3.2 Static Indeterminacy (SI)
45(1)
3.3 Examples
45(7)
Example 3.3.1
45(2)
Example 3.3.2
47(5)
3.4 Summary
52(3)
Problems for
Chapter 3
52(3)
Chapter 4 Shear Force and Bending Moment Diagrams for Beams
55(12)
4.1 Procedure to Draw SFD and BMD
55(1)
4.2 Relation between Distributed Load, Shear Force, and Bending Moment
56(1)
4.3 Examples
56(8)
Example 4.3.1
57(1)
Example 4.3.2
58(1)
Example 4.3.3
59(1)
Example 4.3.4
60(1)
Example 4.3.5
61(1)
Example 4.3.6
62(1)
Example 4.3.7
63(1)
4.4 Summary
64(3)
Problems for
Chapter 4
64(3)
Chapter 5 Influence Lines for Statically Determinate Structures
67(12)
5.1 Basic Concept
67(1)
5.2 Influence Lines for Beams
67(2)
5.2.1 Influence Line for Reaction
67(1)
5.2.2 Influence Line for Shear
68(1)
5.2.3 Influence Line for Moment
69(1)
5.3 Examples
69(10)
Example 5.3.1
69(1)
Example 5.3.2
70(2)
Example 5.3.3
72(1)
Example 5.3.4
73(1)
Example 5.3.5
74(1)
Problems for
Chapter 5
75(4)
PART II Analysis of Statically Indeterminate Structures
Chapter 6 Analysis of Statically Indeterminate Structures by the Force Method (Flexibility Method or Method of Consistent Deformation)
79(20)
6.1 Basic Concepts of the Force Method
79(1)
6.1.1 List of Symbols and Abbreviations Used in the Force Method
79(1)
6.2 Static Indeterminacy
80(1)
6.3 Basic Concepts of the Unit Load Method for Deflection Calculation
81(1)
6.4 Maxwell's Theorem of Reciprocal Deflections
82(1)
6.5 Application of Force Method to Analysis of Indeterminate Beams
82(6)
6.5.1 Sign Convention
83(1)
6.5.2 Example of an Indeterminate Beam
83(1)
Example 6.5.2.1
83(5)
6.5.3 Structures with Several Redundant Forces
88(1)
6.6 Application of the Force Method to Indeterminate Frames
88(4)
6.6.1 Examples of an Indeterminate Frame
89(1)
Example 6.6.1.1
89(3)
6.7 Application of Force Method to Analysis of Indeterminate
Trusses
92(1)
Example 6.7.1
93(3)
6.8 Summary
96(3)
Problems for
Chapter 6
96(3)
Chapter 7 Displacement Method of Analysis: Slope-Deflection Method
99(18)
7.1 Basic Concepts of the Displacement Method
99(1)
7.2 Basic Procedure of the Slope-Deflection Method
99(2)
7.2.1 Slope-Deflection Equations
99(2)
7.2.2 Sign Convention for Displacement Methods
101(1)
7.2.3 Fixed-End Moments
101(1)
7.3 Analysis of Continuous Beams by the Slope-Deflection Method
101(3)
Example 7.3.1
102(2)
7.4 Analysis of Continuous Beams with Support Settlements by the Slope-Deflection Method
104(3)
Example 7.4.1
105(1)
Solution
105(2)
7.5 Application of the Slope-Deflection Method to Analysis of Frames without Joint Movement
107(4)
Example 7.5.1
108(1)
Solution
108(3)
7.6 Derivation of Shear Condition for Frames (with Joint Movement)
111(1)
7.7 Application of the Slope-Deflection Method to Analysis of Frames with Joint Movement
112(3)
Example 7.7.1
112(1)
Solution
113(2)
7.8 Summary
115(2)
Problems for
Chapter 7
115(2)
Chapter 8 Displacement Method of Analysis: Moment Distribution Method
117(24)
8.1 Basic Concepts of Moment Distribution Method
117(1)
8.2 Stiffness Factor, Carry-Over Factor, and Distribution Factor
117(3)
8.2.1 Stiffness Factor
118(1)
8.2.2 Carry-Over Factor
118(1)
8.2.3 Distribution Factor
119(1)
8.3 Analysis of Continuous Beams by Moment Distribution Method
120(3)
8.3.1 Basic Procedure for Moment Distribution
120(1)
8.3.2 Example for a Continuous Beam
121(1)
Example 8.3.2.1
121(1)
Solution
122(1)
8.4 Analysis of a Continuous Beam with Support Settlement by Moment Distribution Method
123(4)
Example 8.4.1
124(1)
Solution
124(3)
8.5 Application of Moment Distribution to Analysis of Frames without Sidesway
127(3)
Example 8.5.1
127(1)
Solution
128(2)
8.6 Application of Moment Distribution to Analysis of Frames with Sidesway
130(8)
8.6.1 Basic Concepts: Application of Moment Distribution to Analysis of Frames with Sidesway
130(2)
8.6.2 Example of Moment Distribution: Analysis of Frames with Sidesway
132(1)
Example 8.6.2.1
132(3)
8.6.3 Frame with Sidesway and Artificial Joint Removed
135(3)
8.7 Summary
138(3)
Problems for
Chapter 8
139(2)
Chapter 9 Direct Stiffness Method: Application to Beams
141(10)
9.1 Basic Concepts of the Stiffness Method
141(1)
9.2 Kinematic Indeterminacy
141(1)
9.3 Relation between Stiffness Method and Direct Stiffness Method
141(1)
9.4 Derivation/Explanation of the Beam-Element Stiffness Matrix
142(2)
9.4.1 Global/Structure Stiffness Matrix
144(1)
9.5 Application of the Direct Stiffness Method to a Continuous Beam
144(4)
9.5.1 Basic Procedure of the Direct Stiffness Method for Beams
144(2)
9.5.2 Example of a Continuous Beam Using the Stiffness Method
146(1)
Example 9.5.2.1
146(2)
9.6 Summary
148(3)
Problems for
Chapter 9
149(2)
Chapter 10 Direct Stiffness Method: Application to Frames
151(8)
10.1 Derivation/Explanation of the Stiffness Matrix for a Frame Element
151(1)
10.2 Application of the Direct Stiffness Method to a Frame
152(4)
Example 10.2.1
153(3)
10.3 Summary
156(3)
Problems for
Chapter 10
157(2)
Chapter 11 Direct Stiffness Method: Application to Trusses
159(6)
11.1 Derivation/Explanation of the Stiffness Matrix for a Truss Element
159(1)
11.2 Application of the Direct Stiffness Method to a Truss
160(4)
Example 11.2.1
161(3)
11.3 Summary
164(1)
Problems for
Chapter 11
164(1)
Chapter 12 Approximate Methods
165(16)
12.1 Importance of Approximate Methods
165(1)
12.2 Analysis of a Portal
165(1)
12.3 Building Frames under Vertical Loads
166(1)
12.4 Building Frames under Lateral Loads
167(1)
12.5 Portal Method
167(2)
12.5.1 Column Shears
167(1)
12.5.2 Girder Shears
168(1)
12.5.3 Column Axial Force
168(1)
12.6 Cantilever Method
169(3)
12.6.1 Column Axial Forces
169(3)
12.7 The Factor Method
172(1)
12.8 Modified Portal Method
173(2)
12.8.1 Assumption
173(2)
12.9 Results from Portal Method
175(6)
12.9.1 Results
176(1)
12.9.2 Cantilever Method
177(1)
12.9.3 Top Floor FBD
177(1)
12.9.4 Base FBD
178(1)
Problems for
Chapter 12
178(3)
Appendix A 181(2)
References 183(2)
Index 185
Dr. Kenneth Derucher is a Professor of Civil Engineering at California State University, Chico (Chico State) and has served as the Dean of the College of Engineering, Computer Science and Construction Management. Dr. Derucher is a teacher, researcher, consultant, fundraiser and author of a number of textbooks and various publications. He is a Professional Engineer who served on many legal cases as an expert witness in the engineering field. During Dr. Deruchers career, he has received many accolades for his achievements.

Dr. Chandrasekhar Putcha is a Professor of Civil and Environmental Engineering at California State University, Fullerton since 1981. Earlier to that, he worked at West Virginia University, Morgantown as Research Assistant Professor. His research areas of interest are Reliability, Risk Analysis and optimization. He has published more than 180 research papers in refereed Journals and conferences. He is a Fellow of American Society of Civil Engineers. He did consulting for Federal agencies such as NASA, Navy, US Army Corps of Engineers and Air Force as well as leading private organizations like Boeing, Northrop Grumman Corporation (NGC).

Dr. Uksun Kim is a Professor of Civil and Environmental Engineering at California State University, Fullerton and served as the Department Chair from 2012 to 2018. His research interests include seismic design of building systems with steel joist girders, partially-restrained connections, and seismic rehabilitation of prestressed building systems. He is a licensed professional engineer and a LEED AP.

Prof. GangaRao Hota, Ph. D., PE- After joining West Virginia University in 1969, Dr. Hota attained the rank of Maurice & JoAnn Wadsworth Distinguished Professor in the Department of Civil and Environmental Engineering, Statler College of Engineering, and became a Fellow of ASCE and SEI. Dr. Hota has been directing the Constructed Facilities Center since 1988, and the Center for Integration of Composites into Infrastructure (CICI), both co-sponsored by the National Science Foundation- IUCRC. He has been advancing fiber reinforced polymer (FRP) composites for infrastructure implementation, in hydraulic structures jointly with USACE, naval vessels, utility poles, high pressure pipes, sheet piling, others. He chairs PHMSAs WG191 on Hydraulic Structures. Dr. Hota has published over 400 technical papers in refereed journals and proceedings, in addition to textbooks and book chapters. He has received 15 patents and many national awards. His accomplishments have been covered by CNN, ABC News, KDKA-Pittsburgh, WV-PBS, and others.
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