Structural Analysis
-15%
portes grátis
Structural Analysis
Understanding Behavior
Nielson, Bryant G.
John Wiley & Sons Inc
10/2022
576
Mole
Inglês
9781119717355
15 a 20 dias
1156
Descrição não disponível.
Preface xvii
Part 1 Determinate Structures
1 Introduction 2
2 Structural Loads 12
3 Vertical System Loading and Behavior 48
4 Lateral System Loading and Behavior 67
5 Reactions 87
6 Axial Force, Shear Force, and Bending Moment 121
7 Plane Trusses 156
8 Deflections and Angle Changes in Structures 194
9 Deflection and Angle Changes Using Virtual Work 218
Part 2 Indeterminate Structures
10 Introduction to Statically Indeterminate Structures 246
11 Force Method for Statically Indeterminate Structures 252
12 Force Method for Statically Indeterminate Structures Continued 271
13 Moment Distribution for Beams 288
14 Moment Distribution for Frames 306
15 Approximate Analysis of Statically Indeterminate Structures 327
Part 3 Influence Lines
16 Influence Lines for Determinate Structures 348
17 Influence Lines for Statically Indeterminate Structures 378
Part 4 Matrix Methods for Structural Analysis
18 Introduction to Matrix Methods 392
19 Direct Stiffness Method for Trusses 401
20 Direct Stiffness Method for Beams and Frames 433
21 Additional Topics for the Direct Stiffness Method 471
Part 5 Additional Online-only Chapters
22 Slope Deflection: A Displacement Method of Analysis
23 Deflections Using the Moment Area Method
24 Deflections Using Geometric Methods
A ASCE 7-22 Information A-1
B Introduction to SAP 2000 A-3
C Matrix Algebra A-24
D Reference Charts A-35
Index I-1
Part 1 Determinate Structures
1 Introduction 2
2 Structural Loads 12
3 Vertical System Loading and Behavior 48
4 Lateral System Loading and Behavior 67
5 Reactions 87
6 Axial Force, Shear Force, and Bending Moment 121
7 Plane Trusses 156
8 Deflections and Angle Changes in Structures 194
9 Deflection and Angle Changes Using Virtual Work 218
Part 2 Indeterminate Structures
10 Introduction to Statically Indeterminate Structures 246
11 Force Method for Statically Indeterminate Structures 252
12 Force Method for Statically Indeterminate Structures Continued 271
13 Moment Distribution for Beams 288
14 Moment Distribution for Frames 306
15 Approximate Analysis of Statically Indeterminate Structures 327
Part 3 Influence Lines
16 Influence Lines for Determinate Structures 348
17 Influence Lines for Statically Indeterminate Structures 378
Part 4 Matrix Methods for Structural Analysis
18 Introduction to Matrix Methods 392
19 Direct Stiffness Method for Trusses 401
20 Direct Stiffness Method for Beams and Frames 433
21 Additional Topics for the Direct Stiffness Method 471
Part 5 Additional Online-only Chapters
22 Slope Deflection: A Displacement Method of Analysis
23 Deflections Using the Moment Area Method
24 Deflections Using Geometric Methods
A ASCE 7-22 Information A-1
B Introduction to SAP 2000 A-3
C Matrix Algebra A-24
D Reference Charts A-35
Index I-1
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
Structural analysis textbook; structural analysis text; parametric studies; computer-based structural analysis; classical structural analysis; structural analysis examples; structural analysis problems; structural analysis practice
Preface xvii
Part 1 Determinate Structures
1 Introduction 2
2 Structural Loads 12
3 Vertical System Loading and Behavior 48
4 Lateral System Loading and Behavior 67
5 Reactions 87
6 Axial Force, Shear Force, and Bending Moment 121
7 Plane Trusses 156
8 Deflections and Angle Changes in Structures 194
9 Deflection and Angle Changes Using Virtual Work 218
Part 2 Indeterminate Structures
10 Introduction to Statically Indeterminate Structures 246
11 Force Method for Statically Indeterminate Structures 252
12 Force Method for Statically Indeterminate Structures Continued 271
13 Moment Distribution for Beams 288
14 Moment Distribution for Frames 306
15 Approximate Analysis of Statically Indeterminate Structures 327
Part 3 Influence Lines
16 Influence Lines for Determinate Structures 348
17 Influence Lines for Statically Indeterminate Structures 378
Part 4 Matrix Methods for Structural Analysis
18 Introduction to Matrix Methods 392
19 Direct Stiffness Method for Trusses 401
20 Direct Stiffness Method for Beams and Frames 433
21 Additional Topics for the Direct Stiffness Method 471
Part 5 Additional Online-only Chapters
22 Slope Deflection: A Displacement Method of Analysis
23 Deflections Using the Moment Area Method
24 Deflections Using Geometric Methods
A ASCE 7-22 Information A-1
B Introduction to SAP 2000 A-3
C Matrix Algebra A-24
D Reference Charts A-35
Index I-1
Part 1 Determinate Structures
1 Introduction 2
2 Structural Loads 12
3 Vertical System Loading and Behavior 48
4 Lateral System Loading and Behavior 67
5 Reactions 87
6 Axial Force, Shear Force, and Bending Moment 121
7 Plane Trusses 156
8 Deflections and Angle Changes in Structures 194
9 Deflection and Angle Changes Using Virtual Work 218
Part 2 Indeterminate Structures
10 Introduction to Statically Indeterminate Structures 246
11 Force Method for Statically Indeterminate Structures 252
12 Force Method for Statically Indeterminate Structures Continued 271
13 Moment Distribution for Beams 288
14 Moment Distribution for Frames 306
15 Approximate Analysis of Statically Indeterminate Structures 327
Part 3 Influence Lines
16 Influence Lines for Determinate Structures 348
17 Influence Lines for Statically Indeterminate Structures 378
Part 4 Matrix Methods for Structural Analysis
18 Introduction to Matrix Methods 392
19 Direct Stiffness Method for Trusses 401
20 Direct Stiffness Method for Beams and Frames 433
21 Additional Topics for the Direct Stiffness Method 471
Part 5 Additional Online-only Chapters
22 Slope Deflection: A Displacement Method of Analysis
23 Deflections Using the Moment Area Method
24 Deflections Using Geometric Methods
A ASCE 7-22 Information A-1
B Introduction to SAP 2000 A-3
C Matrix Algebra A-24
D Reference Charts A-35
Index I-1
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.