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عدد المساهمات : 19002 التقييم : 35506 تاريخ التسجيل : 01/07/2009 الدولة : مصر العمل : مدير منتدى هندسة الإنتاج والتصميم الميكانيكى
| 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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