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فهرست محتوای دیجیتالی
فهرست مطالب
فهرست نقدها
4 مرتبه مشاهده شده
Fundamentals of Structural Engineering
Connor, Jerome J.
- ISBN:9781461432616
- Main Entry: Connor, Jerome J.
- Title:Fundamentals of Structural Engineering/ Jerome J. Connor, Susan Faraji.-
- Publisher:New York: Springer, 2013.
- Added Entry: Faraji, Susan
فهرست محتوای دیجیتالی-
محتواي کتاب - مشاهده
فهرست مطالب- Preface
- Part I: Statically Determinate Structures
- 1: Introduction to Structural Engineering
- 1.1 Types of Structures and Structural Components
- 1.2 Critical Concerns of Structural Engineering
- 1.3 Types of Loads
- 1.4 Structural Design Philosophy
- 1.5 Basic Analytical Tools of Structural Analysis
- 1.6 Summary
- 2: Statically Determinate Truss Structures
- 2.1 Introduction: Types of Truss Structures
- 2.2 Analysis of Planar Trusses
- 2.3 Computation of Deflections
- 2.4 Influence Lines
- 2.5 Analysis of Three-Dimensional Trusses
- 2.6 Matrix Formulation: Equilibrium Analysis of Statically Determinate 3-D Trusses
- 2.7 Summary
- Problems
- Problem 2.1
- Problem 2.2
- Problem 2.3
- Problem 2.4
- Problem 2.5
- Problem 2.6
- Problem 2.7
- Problem 2.8
- Problem 2.9
- Problem 2.10
- Problem 2.11
- Problem 2.12
- Problem 2.13
- Problem 2.14
- Problem 2.15
- Problem 2.16
- Problem 2.17
- Problem 2.18
- Problem 2.19
- Problem 2.20
- Problem 2.21
- Problem 2.22
- Problem 2.23
- Problem 2.24
- Problem 2.25
- Problem 2.26
- Problem 2.27
- Problem 2.28
- Problem 2.29
- Problem 2.30
- Problem 2.31
- Problem 2.32
- Problem 2.33
- Problem 2.34
- Problem 2.35
- Problem 2.36
- Problem 2.37
- Problem 2.38
- Problem 2.39
- Problem 2.40
- Problem 2.41
- 3: Statically Determinate Beams
- 3.1 Definition of a Prismatic Beam
- 3.2 Stability and Determinacy of Beams: Planar Bending
- 3.2.1 Fixed Support: Planar Loading
- 3.2.2 Hinged Support: Planar Loading
- 3.2.3 Roller Support: Planar Loading
- 3.2.4 3-D Fixed Support
- 3.2.5 3-D Hinged Support
- 3.2.6 3-D Roller Support: Z Direction
- 3.2.7 Static Determinacy: Planar Beam Systems
- 3.2.8 Unstable Support Arrangements
- 3.2.9 Beam with Multiple Supports
- 3.2.10 Beam with a Moment Release
- 3.3 Reactions: Planar Loading
- 3.4 Internal Forces: Planar Loading
- 3.5 Differential Equations of Equilibrium: Planar Loading
- 3.6 Displacement and Deformation of Slender Beams: Planar Loading
- 3.7 Deformation-Displacement Relations for Deep Beams: Planar Loading
- 3.8 Torsion of Prismatic Members
- 3.9 Symmetry and Anti-symmetry
- 3.10 Influence Lines and Force Envelopes for Statically Determinate Beams
- 3.11 Summary
- Problems
- Problem 3.1
- Problem 3.2
- Problem 3.3
- Problem 3.4
- Problem 3.5
- Problem 3.6
- Problem 3.7
- Problem 3.8
- Problem 3.9
- Problem 3.10
- Problem 3.11
- Problem 3.12
- Problem 3.13
- Problem 3.14
- Problem 3.15
- Problem 3.16
- Problem 3.17
- Problem 3.18
- Problem 3.19
- Problem 3.20
- Problem 3.21
- Problem 3.22
- Problem 3.23
- Problem 3.24
- Problem 3.25
- Problem 3.26
- Problem 3.27
- Problem 3.28
- Problem 3.29
- Problem 3.30
- Problem 3.31
- Problem 3.32
- Problem 3.33
- Problem 3.34
- Problem 3.35
- Problem 3.36
- Problem 3.37
- Problem 3.38
- Problem 3.39
- Problem 3.40
- Problem 3.41
- Problem 3.42
- Problem 3.43
- Problem 3.44
- Problem 3.45
- Problem 3.46
- Problem 3.47
- Problem 3.48
- Problem 3.49
- Problem 3.50
- Problem 3.51
- Problem 3.52
- Problem 3.53
- Problem 3.54
- Problem 3.55
- Problem 3.56
- Problem 3.57
- Problem 3.58
- Problem 3.59
- Problem 3.60
- 4: Statically Determinate Plane Frames
- 4.1 Definition of Plane Frames
- 4.2 Statical Determinacy: Planar Loading
- 4.3 Analysis of Statically Determinate Frames
- 4.4 Pitched Roof Frames
- 4.5 A-Frames
- 4.6 Deflection of Frames Using the Principle of Virtual Forces
- 4.7 Deflection Profiles: Plane Frame Structures
- 4.8 Computer-Based Analysis: Plane Frames
- 4.9 Plane Frames: Out of Plane Loading
- 4.10 Summary
- Problems
- Problem 4.1
- Problem 4.2
- Problem 4.3
- Problem 4.4
- Problem 4.5
- Problem 4.6
- Problem 4.7
- Problem 4.8
- Problem 4.9
- Problem 4.10
- Problem 4.11
- Problem 4.12
- Problem 4.13
- Problem 4.14
- Problem 4.15
- Problem 4.16
- Problem 4.17
- Problem 4.18
- Problem 4.19
- Problem 4.20
- Problem 4.21
- Problem 4.22
- Problem 4.23
- Problem 4.24
- Problem 4.25
- Problem 4.26
- Problem 4.27
- Problem 4.28
- Problem 4.29
- Problem 4.30
- Problem 4.31
- Problem 4.32
- Problem 4.33
- Problem 4.34
- Problem 4.35
- Problem 4.36
- Problem 4.37
- Problem 4.38
- Problem 4.39
- Problem 4.40
- Problem 4.41
- Problem 4.42
- Problem 4.43
- Problem 4.44
- Problem 4.45
- Problem 4.46
- Problem 4.47
- Problem 4.48
- Problem 4.49
- 5: Cable Structures
- 6: Statically Determinate Curved Members
- 7: Shallow Foundations
- 8: Vertical Retaining Wall Structures
- 1: Introduction to Structural Engineering
- Part II: Statically Indeterminate Structures
- 9: The Force Method
- 10: The Displacement Method
- 10.1 Introduction
- 10.2 Displacement Method Applied to a Plane Truss
- 10.3 Member Equations for Frame-Type Structures
- 10.4 The Displacement Method Applied to Beam Structures
- 10.5 The Displacement Method Applied to Rigid Frames
- 10.6 The Moment Distribution Solution Procedure for Multi-span Beams
- 10.7 Moment Distribution: Frame Structures
- 10.8 Plane Frames: Out of Plane Loading
- 10.9 Summary
- 10.10 Problems
- Problem 10.1
- Problem 10.2
- Problem 10.3
- Problem 10.4
- Problem 10.5
- Problem 10.6
- Problem 10.7
- Problem 10.8
- Problem 10.9
- Problem 10.10
- Problem 10.11
- Problem 10.12
- Problem 10.13
- Problem 10.14
- Problem 10.15
- Problem 10.16
- Problem 10.17
- Problem 10.18
- Problem 10.19
- Problem 10.20
- Problem 10.21
- Problem 10.22
- Problem 10.23
- Problem 10.24
- Problem 10.25
- Problem 10.26
- Problem 10.27
- Problem 10.28
- Problem 10.29
- Problem 10.30
- Problem 10.31
- Problem 10.32
- Problem 10.33
- Problem 10.34
- Problem 10.35
- Problem 10.36
- 11: Approximate Methods for Estimating Forces in Statically Indeterminate Structures
- 12: Finite Element Displacement Method for Framed Structures
- 12.1 Introduction
- 12.2 Key Steps of the Finite Element Displacement Method for Member Systems
- 12.3 Matrix Formulation of the Member Equations: Planar Behavior
- 12.4 Local and Global Reference Frames
- 12.5 Nodal Force Equilibrium Equations
- 12.6 Introduction of Nodal Supports
- 12.7 Specialized Formulation for Beam and Truss Structures
- 12.8 Three-Dimensional Formulation
- 12.9 Summary
- 12.10 Problems
- Part III: Practice of Structural Engineering
- 13: Multi-span Horizontal Structures
- 13.1 The Engineering Process for Girders
- 13.2 Influence Lines for Indeterminate Beams Using Müller-Breslau Principle
- 13.3 Engineering Issues for Multi-span Girder Bridges
- 13.4 Case Studies
- 13.5 Summary
- Problems
- 14: Lateral Load Issues for Buildings
- 15: Vertical Loads on Multistory Buildings
- 15.1 Loads on Frames
- 15.2 Treatment of Gravity Floor Loads
- 15.3 Live Load Patterns for Frame Structures
- 15.4 A Case Study: Four-Story Building
- 15.5 Analysis Procedures for Bracing Scheme
- 15.5.1 Case (1) Frames Are Braced in Both N-S and E-W Directions: Building Details
- 15.5.2 Case (1) Beam Properties in the N-S and E-W Directions
- 15.5.3 Case (1) Bracing Systems
- 15.5.4 Case (1) Interior Columns
- 15.5.5 Summary for Case (1)
- 15.5.6 Case (2) Frames Are Rigid in the N-S Direction but Remain Braced in the E-W Direction
- 15.5.7 Strategy for N-S Beams and Columns
- 15.5.8 Live Load Patterns
- 15.5.9 Moment Diagrams
- 15.5.10 Design Values
- 15.5.11 Summary for Case (2)
- 15.6 Summary
- Problems
- 13: Multi-span Horizontal Structures
- References
- Index