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 |  موضوع: كتاب Fundamentals of Structural Analysis 5th Edition الأربعاء 06 ديسمبر 2017, 9:14 pm | |
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أخوانى فى الله
أحضرت لكم كتاب
Fundamentals of Structural Analysis 5th Edition
Kenneth M. Leet
Professor Emeritus, Northeastern University
Chia-Ming Uang
Professor, University of California, San Diego
Joel T. Lanning
Assistant Professor, California State University, Fullerton
Anne M. Gilbert, PE, SECB
Structural Engineer Consultant
ويتناول الموضوعات الأتية :
TABLE OF CONTENTS
Preface xiii
Chapter 1 Introduction 3
1.1 Overview of the Text 3
1.2 The Design Process: Relationship
of Analysis to Design 4
1.3 Strength and Serviceability 6
1.4 Historical Development
of Structural Systems 7
1.5 Basic Structural Elements 10
1.6 Assembling Basic Elements to Form
a Stable Structural System 19
1.7 Analyzing by Computer 22
1.8 Preparation of Computations 23
Summary 24
Chapter 2 Design Loads and Structural Framing 27
2.1 Building and Design Code 27
2.2 Loads 28
2.3 Dead Loads and Gravity Framing 29
2.4 Live Loads 36
2.5 Snow Loads 42
2.6 Lateral Load-Resisting Systems 43
2.7 Natural Hazards 45
2.8 Wind Loads 46
2.9 Earthquake Loads 59
2.10 Tsunami Loads 64
2.11 Other Loads 70
2.12 Load Combinations 71
Summary 72
Chapter 3 Statics of Structures—Reactions 81
3.1 Introduction 81
3.2 Forces 82
3.3 Supports 89viii Table of Contents
3.4 Idealizing Structures 93
3.5 Free-Body Diagrams 94
3.6 Equations of Static Equilibrium 96
3.7 Equations of Condition 102
3.8 Influence of Reactions on Stability
and Determinacy of Structures 105
3.9 Classifying Structures 113
3.10 Comparison between Determinate
and Indeterminate Structures 116
Summary 119
Chapter 4 Trusses 131
4.1 Introduction 131
4.2 Types of Trusses 134
4.3 Analysis of Trusses 135
4.4 Method of Joints 136
4.5 Zero Bars 140
4.6 Method of Sections 142
4.7 Determinacy and Stability 150
4.8 Computer Analysis of Trusses 156
Summary 159
Chapter 5 Beams and Frames 175
5.1 Introduction 175
5.2 Scope of Chapter 180
5.3 Equations for Shear and Moment 181
5.4 Shear and Moment Curves 188
5.5 Principle of Superposition 206
5.6 Sketching the Deflected Shape
of a Beam or Frame 210
5.7 Degree of Indeterminacy 215
5.8 Approximate Indeterminate
Structural Analysis 218
Summary 219
Chapter 6 Cables and Arches 235
6.1 Cables 235
6.2 Characteristics of Cables 236
6.3 Variation of Cable Force 237
6.4 Analysis of a Cable Supporting
Concentrated Gravity Loads 238
6.5 General Cable Theorem 240
6.6 Arches 245
6.7 Types of Arches 245
6.8 Three-Hinged Arches 247Table of Contents ix
6.9 Funicular Shape of an Arch 249
6.10 Funicular Shape for an Arch That
Supports a Uniformly Distributed Load 252
Summary 256
Chapter 7 Deflections of Beams and Frames 267
7.1 Introduction 267
7.2 Double Integration Method 268
7.3 Moment-Area Method 275
7.4 Elastic Load Method 293
7.5 Conjugate Beam Method 297
7.6 Design Aids for Beams 305
Summary 307
Chapter 8 Work-Energy Methods
for Computing Deflections 319
8.1 Introduction 319
8.2 Work 320
8.3 Strain Energy 322
8.4 Deflections by the Work-Energy
Method (Real Work) 325
8.5 Virtual Work: Trusses 326
8.6 Virtual Work: Beams and Frames 343
8.7 Finite Summation 355
8.8 Bernoulli’s Principle of Virtual
Displacements 357
8.9 Maxwell-Betti Law of Reciprocal
Deflections 360
Summary 364
Chapter 9 Analysis of Indeterminate
Structures by the Flexibility Method 377
9.1 Introduction 377
9.2 Concept of a Redundant 378
9.3 Fundamentals of the Flexibility
Method 379
9.4 Alternative View of the Flexibility
Method (Closing a Gap) 382
9.5 Analysis Using Internal Releases 392
9.6 Support Settlements, Temperature
Change, and Fabrication Errors 399
9.7 Analysis of Structures with Several
Degrees of Indeterminacy 404
9.8 Beam on Elastic Supports 411
Summary 414Chapter 10 Analysis of Indeterminate Beams
and Frames by the Slope-Deflection
Method 423
10.1 Introduction 423
10.2 Illustration of the Slope-Deflection Method 424
10.3 Derivation of the Slope-Deflection
Equation 425
10.4 Analysis of Structures by the
Slope-Deflection Method 431
10.5 Analysis of Structures That Are Free
to Sidesway 447
10.6 Kinematic Indeterminacy 457
Summary 458
Chapter 11 Analysis of Indeterminate Beams
and Frames by the Moment Distribution 467
11.1 Introduction 467
11.2 Development of the Moment
Distribution Method 468
11.3 Summary of the Moment Distribution
Method with No Joint Translation 473
11.4 Analysis of Beams by Moment
Distribution 474
11.5 Modification of Member Stiffness 482
11.6 Analysis of Frames That Are Free
to Sidesway 497
11.7 Analysis of an Unbraced Frame for
General Loading 503
11.8 Analysis of Multistory Frames 508
11.9 Nonprismatic Members 509
Summary 520
Chapter 12 Influence Lines for Moving Loads 529
12.1 Introduction 529
12.2 Influence Lines 529
12.3 Construction of Influence Line for
Determinate Beams 530
12.4 Müller–Breslau Principle for
Determinate Beams 538
12.5 Use of Influence Lines 541
12.6 Influence Lines for Determinate
Girders Supporting Floor Systems 544
12.7 Influence Lines for Determinate Trusses 550
12.8 Live Loads for Highway and
Railroad Bridges 555
12.9 Increase–Decrease Method 558
12.10 Moment Envelope and Absolute
Maximum Live Load Moment 562
x Table of Contents12.11 Shear Envelope 567
12.12 Influence Lines for Indeterminate
Structures: Introduction 568
12.13 Construction of Influence Lines Using
Moment Distribution 569
12.14 Proof of Müller–Breslau Principle 573
12.15 Qualitative Influence Lines for
Indeterminate Beams and Frames 578
12.16 Live Load Patterns to Maximize Member
Forces in Multistory Buildings 584
12.17 Influence Lines for Indeterminate Trusses 588
Summary 591
Chapter 13 Approximate Analysis
of Indeterminate Structures 605
13.1 Introduction 605
13.2 Continuous Beams for Gravity Load 607
13.3 One-bay Rigid Frames for Vertical Load 613
13.4 Trusses with Single Diagonals 617
13.5 Estimating Deflections of Trusses 623
13.6 Trusses with Double Diagonals 625
13.7 Multistory Rigid Frames
for Gravity Load 628
13.8 Single-story Rigid Frames
for Lateral Load 637
13.9 Multistory Rigid Frames for Lateral Load:
Portal Method 640
13.10 Multistory Rigid Frames for Lateral Load:
Cantilever Method 648
Summary 653
Chapter 14 Introduction to the General
Stiffness Method 661
14.1 Introduction 661
14.2 Comparison between Flexibility
and Stiffness Methods 662
14.3 Analysis of an Indeterminate Structure
by the General Stiffness Method 666
Summary 679
Chapter 15 Matrix Analysis of Trusses by
the Direct Stiffness Method 685
15.1 Introduction 685
15.2 Member and Structure Stiffness Matrices 690
15.3 Construction of a Member Stiffness
Matrix for an Individual Truss Bar 691
15.4 Assembly of the Structure Stiffness Matrix 692
Table of Contents xi15.5 Solution of the Direct Stiffness Method 695
15.6 Member Stiffness Matrix of an Inclined
Truss Bar 699
15.7 Coordinate Transformation of a Member
Stiffness Matrix 711
Summary 712
Chapter 16 Matrix Analysis of Beams and Frames
by the Direct Stiffness Method 717
16.1 Introduction 717
16.2 Structure Stiffness Matrix 719
16.3 The 2 × 2 Rotational Stiffness Matrix
for a Flexural Member 720
16.4 The 4 × 4 Member Stiffness Matrix
in Local Coordinates 731
16.5 The 6 × 6 Member Stiffness Matrix
in Local Coordinates 741
16.6 The 6 × 6 Member Stiffness Matrix in
Global Coordinates 750
16.7 Assembly of a Structure Stiffness
Matrix—Direct Stiffness Method 752
Summary 755
Appendix A 759
Answers to Odd-Numbered Problems 763
Index
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