1. Structural analysis [2015]
- Book
- xx, 700 pages : illustrations ; 24 cm
- 1 Types of Structures and Loads 3 1.1 Introduction 3 1.2 Classification of Structures 4 1.3 Loads 9 1.4 Structural Design 28 Problems 29 Chapter Review 33 2 Analysis of Statically Determinate Structures 35 2.1 Idealized Structure 35 2.2 Load Path 48 2.3 Principle of Superposition 49 2.4 Equations of Equilibrium 50 2.5 Determinacy and Stability 51 2.6 Application of the Equations of Equilibrium 58 Fundamental Problems 68 Problems 70 Project Problem 79 Chapter Review 80 3 Analysis of Statically Determinate Trusses 83 3.1 Common Types of Trusses 83 3.2 Classification of Coplanar Trusses 89 3.3 The Method of Joints 96 3.4 Zero-Force Members 100 3.5 The Method of Sections 102 3.6 Compound Trusses 108 3.7 Complex Trusses 112 3.8 Space Trusses 116 Fundamental Problems 123 Problems 125 Project Problem 135 Chapter Review 136 4 Internal Loadings Developed in Structural Members 139 4.1 Internal Loadings at a Specified Point 139 4.2 Shear and Moment Functions 145 4.3 Shear and Moment Diagrams for a Beam 150 4.4 Shear and Moment Diagrams for a Frame 160 4.5 Moment Diagrams Constructed by the Method of Superposition 165 Fundamental Problems 170 Problems 174 Project Problem 184 Chapter Review 185 5 Cables and Arches 187 5.1 Cables 187 5.2 Cable Subjected to Concentrated Loads 188 5.3 Cable Subjected to a Uniform Distributed Load 190 5.4 Arches 196 5.5 Three-Hinged Arch 197 Problems 203 Chapter Review 209 6 Influence Lines for Statically Determinate Structures 211 6.1 Influence Lines 211 6.2 Influence Lines for Beams 219 6.3 Qualitative Influence Lines 222 6.4 Influence Lines for Floor Girders 230 6.5 Influence Lines for Trusses 234 6.6 Maximum Influence at a Point due to a Series of Concentrated Loads 238 6.7 Absolute Maximum Shear and Moment 248 Fundamental Problems 253 Problems 254 Project Problem 265 Chapter Review 266 7 Approximate Analysis of Statically Indeterminate Structures 269 7.1 Use of Approximate Methods 269 7.2 Trusses 270 7.3 Vertical Loads on Building Frames 274 7.4 Portal Frames and Trusses 277 7.5 Lateral Loads on Building Frames: Portal Method 282 7.6 Lateral Loads on Building Frames: Cantilever Method 288 Problems 294 Project Problem 301 Chapter Review 302 8 Deflections 305 8.1 Deflection Diagrams and the Elastic Curve 305 8.2 Elastic-Beam Theory 311 8.3 The Double Integration Method 313 8.4 Moment-Area Theorems 320 8.5 Conjugate-Beam Method 330 Fundamental Problems 338 Problems 342 Chapter Review 346 9 Deflections Using Energy Methods 349 9.1 external Work and Strain energy 349 9.2 Principle of Work and energy 353 9.3 Principle of Virtual Work 354 9.4 Method of Virtual Work: Trusses 356 9.5 Castigliano's Theorem 363 9.6 Castigliano's Theorem for Trusses 364 9.7 Method of Virtual Work: Beams and Frames 370 9.8 Virtual Strain energy Caused by Axial Load, Shear, Torsion, and Temperature 381 9.9 Castigliano's Theorem for Beams and Frames 387 Fundamental Problems 393 Problems 395 Chapter Review 402 10 Analysis of Statically Indeterminate Structures by the Force Method 405 10.1 Statically Indeterminate Structures 405 10.2 Force Method of Analysis: General Procedure 408 10.3 Maxwell's Theorem of Reciprocal Displacements-- Betti's Law 412 10.4 Force Method of Analysis: Beams 413 10.5 Force Method of Analysis: Frames 422 10.6 Force Method of Analysis: Trusses 426 10.7 Composite Structures 429 10.8 Additional Remarks on the Force Method of Analysis 432 10.9 Symmetric Structures 433 10.10 Influence Lines for Statically Indeterminate Beams 435 10.11 Qualitative Influence Lines for Frames 439 Fundamental Problems 446 Problems 447 Chapter Review 458 11 Displacement Method of Analysis: Slope-Deflection Equations 461 11.1 Displacement Method of Analysis: General Procedures 461 11.2 Slope-Deflection equations 463 11.3 Analysis of Beams 469 11.4 Analysis of Frames: No Sidesway 477 11.5 Analysis of Frames: Sidesway 482 Problems 490 Project Problem 495 Chapter Review 495 12 Displacement Method of Analysis: Moment Distribution 497 12.1 General Principles and Definitions 497 12.2 Moment Distribution for Beams 501 12.3 Stiffness-Factor Modifications 510 12.4 Moment Distribution for Frames: No Sidesway 516 12.5 Moment Distribution for Frames: Sidesway 518 Problems 526 Chapter Review 531 13 Beams and Frames Having Nonprismatic Members 533 13.1 Loading Properties of Nonprismatic Members 533 13.2 Moment Distribution for Structures Having Nonprismatic Members 538 13.3 Slope-Deflection equations for Nonprismatic Members 544 Problems 546 Chapter Review 547 14 Truss Analysis Using the Stiffness Method 549 14.1 Fundamentals of the Stiffness Method 549 14.2 Member Stiffness Matrix 552 14.3 Displacement and Force Transformation Matrices 553 14.4 Member Global Stiffness Matrix 556 14.5 Truss Stiffness Matrix 557 14.6 Application of the Stiffness Method for Truss Analysis 562 14.7 Nodal Coordinates 570 14.8 Trusses Having Thermal Changes and Fabrication errors 574 14.9 Space-Truss Analysis 580 Problems 582 Chapter Review 583 15 Beam Analysis Using the Stiffness Method 585 15.1 Preliminary Remarks 585 15.2 Beam-Member Stiffness Matrix 587 15.3 Beam-Structure Stiffness Matrix 589 15.4 Application of the Stiffness Method for Beam Analysis 589 Problems 602 16 Plane Frame Analysis Using the Stiffness Method 605 16.1 Frame-Member Stiffness Matrix 605 16.2 Displacement and Force Transformation Matrices 607 16.3 Frame-Member Global Stiffness Matrix 609 16.4 Application of the Stiffness Method for Frame Analysis 610 Problems 619 17 Structural Modeling and Computer Analysis 623 17.1 General Structural Modeling 623 17.2 Modeling a Structure and its Members 625 17.3 General Application of a Structural Analysis Computer Program 630 Computer Problems 635 Problems 636 Project Problems 637 Appendices A. Matrix Algebra for Structural Analysis 640 Fundamental Solutions 654 Answers to Selected Problems 680 Index 693.
- (source: Nielsen Book Data)9780133942842 20160617
(source: Nielsen Book Data)9780133942842 20160617
- 1 Types of Structures and Loads 3 1.1 Introduction 3 1.2 Classification of Structures 4 1.3 Loads 9 1.4 Structural Design 28 Problems 29 Chapter Review 33 2 Analysis of Statically Determinate Structures 35 2.1 Idealized Structure 35 2.2 Load Path 48 2.3 Principle of Superposition 49 2.4 Equations of Equilibrium 50 2.5 Determinacy and Stability 51 2.6 Application of the Equations of Equilibrium 58 Fundamental Problems 68 Problems 70 Project Problem 79 Chapter Review 80 3 Analysis of Statically Determinate Trusses 83 3.1 Common Types of Trusses 83 3.2 Classification of Coplanar Trusses 89 3.3 The Method of Joints 96 3.4 Zero-Force Members 100 3.5 The Method of Sections 102 3.6 Compound Trusses 108 3.7 Complex Trusses 112 3.8 Space Trusses 116 Fundamental Problems 123 Problems 125 Project Problem 135 Chapter Review 136 4 Internal Loadings Developed in Structural Members 139 4.1 Internal Loadings at a Specified Point 139 4.2 Shear and Moment Functions 145 4.3 Shear and Moment Diagrams for a Beam 150 4.4 Shear and Moment Diagrams for a Frame 160 4.5 Moment Diagrams Constructed by the Method of Superposition 165 Fundamental Problems 170 Problems 174 Project Problem 184 Chapter Review 185 5 Cables and Arches 187 5.1 Cables 187 5.2 Cable Subjected to Concentrated Loads 188 5.3 Cable Subjected to a Uniform Distributed Load 190 5.4 Arches 196 5.5 Three-Hinged Arch 197 Problems 203 Chapter Review 209 6 Influence Lines for Statically Determinate Structures 211 6.1 Influence Lines 211 6.2 Influence Lines for Beams 219 6.3 Qualitative Influence Lines 222 6.4 Influence Lines for Floor Girders 230 6.5 Influence Lines for Trusses 234 6.6 Maximum Influence at a Point due to a Series of Concentrated Loads 238 6.7 Absolute Maximum Shear and Moment 248 Fundamental Problems 253 Problems 254 Project Problem 265 Chapter Review 266 7 Approximate Analysis of Statically Indeterminate Structures 269 7.1 Use of Approximate Methods 269 7.2 Trusses 270 7.3 Vertical Loads on Building Frames 274 7.4 Portal Frames and Trusses 277 7.5 Lateral Loads on Building Frames: Portal Method 282 7.6 Lateral Loads on Building Frames: Cantilever Method 288 Problems 294 Project Problem 301 Chapter Review 302 8 Deflections 305 8.1 Deflection Diagrams and the Elastic Curve 305 8.2 Elastic-Beam Theory 311 8.3 The Double Integration Method 313 8.4 Moment-Area Theorems 320 8.5 Conjugate-Beam Method 330 Fundamental Problems 338 Problems 342 Chapter Review 346 9 Deflections Using Energy Methods 349 9.1 external Work and Strain energy 349 9.2 Principle of Work and energy 353 9.3 Principle of Virtual Work 354 9.4 Method of Virtual Work: Trusses 356 9.5 Castigliano's Theorem 363 9.6 Castigliano's Theorem for Trusses 364 9.7 Method of Virtual Work: Beams and Frames 370 9.8 Virtual Strain energy Caused by Axial Load, Shear, Torsion, and Temperature 381 9.9 Castigliano's Theorem for Beams and Frames 387 Fundamental Problems 393 Problems 395 Chapter Review 402 10 Analysis of Statically Indeterminate Structures by the Force Method 405 10.1 Statically Indeterminate Structures 405 10.2 Force Method of Analysis: General Procedure 408 10.3 Maxwell's Theorem of Reciprocal Displacements-- Betti's Law 412 10.4 Force Method of Analysis: Beams 413 10.5 Force Method of Analysis: Frames 422 10.6 Force Method of Analysis: Trusses 426 10.7 Composite Structures 429 10.8 Additional Remarks on the Force Method of Analysis 432 10.9 Symmetric Structures 433 10.10 Influence Lines for Statically Indeterminate Beams 435 10.11 Qualitative Influence Lines for Frames 439 Fundamental Problems 446 Problems 447 Chapter Review 458 11 Displacement Method of Analysis: Slope-Deflection Equations 461 11.1 Displacement Method of Analysis: General Procedures 461 11.2 Slope-Deflection equations 463 11.3 Analysis of Beams 469 11.4 Analysis of Frames: No Sidesway 477 11.5 Analysis of Frames: Sidesway 482 Problems 490 Project Problem 495 Chapter Review 495 12 Displacement Method of Analysis: Moment Distribution 497 12.1 General Principles and Definitions 497 12.2 Moment Distribution for Beams 501 12.3 Stiffness-Factor Modifications 510 12.4 Moment Distribution for Frames: No Sidesway 516 12.5 Moment Distribution for Frames: Sidesway 518 Problems 526 Chapter Review 531 13 Beams and Frames Having Nonprismatic Members 533 13.1 Loading Properties of Nonprismatic Members 533 13.2 Moment Distribution for Structures Having Nonprismatic Members 538 13.3 Slope-Deflection equations for Nonprismatic Members 544 Problems 546 Chapter Review 547 14 Truss Analysis Using the Stiffness Method 549 14.1 Fundamentals of the Stiffness Method 549 14.2 Member Stiffness Matrix 552 14.3 Displacement and Force Transformation Matrices 553 14.4 Member Global Stiffness Matrix 556 14.5 Truss Stiffness Matrix 557 14.6 Application of the Stiffness Method for Truss Analysis 562 14.7 Nodal Coordinates 570 14.8 Trusses Having Thermal Changes and Fabrication errors 574 14.9 Space-Truss Analysis 580 Problems 582 Chapter Review 583 15 Beam Analysis Using the Stiffness Method 585 15.1 Preliminary Remarks 585 15.2 Beam-Member Stiffness Matrix 587 15.3 Beam-Structure Stiffness Matrix 589 15.4 Application of the Stiffness Method for Beam Analysis 589 Problems 602 16 Plane Frame Analysis Using the Stiffness Method 605 16.1 Frame-Member Stiffness Matrix 605 16.2 Displacement and Force Transformation Matrices 607 16.3 Frame-Member Global Stiffness Matrix 609 16.4 Application of the Stiffness Method for Frame Analysis 610 Problems 619 17 Structural Modeling and Computer Analysis 623 17.1 General Structural Modeling 623 17.2 Modeling a Structure and its Members 625 17.3 General Application of a Structural Analysis Computer Program 630 Computer Problems 635 Problems 636 Project Problems 637 Appendices A. Matrix Algebra for Structural Analysis 640 Fundamental Solutions 654 Answers to Selected Problems 680 Index 693.
- (source: Nielsen Book Data)9780133942842 20160617
(source: Nielsen Book Data)9780133942842 20160617
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at circulation desk | |
TA645 .H47 2015 | Unknown 2-hour loan |
CEE-180-01
- Course
- CEE-180-01 -- Structural Analysis
- Instructor(s)
- Douglas, Kyle Scott
2. Structural analysis [2012]
- Book
- xviii, 695 p. : ill. ; 24 cm.
- 1 Types of Structures and Loads 3 1.1 Introduction 3 1.2 Classification of Structures 4 1.3 Loads 9 1.4 Structural Design 26 2 Analysis of Statically Determinate Structures 33 2.1 Idealized Structure 33 2.2 Principle of Superposition 46 2.3 Equations of Equilibrium 47 2.4 Determinacy and Stability 48 2.5 Application of the Equations of Equilibrium 59 3 Analysis of Statically Determinate Trusses 79 3.1 Common Types of Trusses 79 3.2 Classification of Coplanar Trusses 85 3.3 The Method of Joints 94 3.4 Zero-Force Members 98 3.5 The Method of Sections 104 3.6 Compound Trusses 110 3.7 Complex Trusses 116 3.8 Space Trusses 120 4 Internal Loadings Developed in Structural Members 133 4.1 Internal Loadings at a Specified Point 133 4.2 Shear and Moment Functions 139 4.3 Shear and Moment Diagrams for a Beam 150 4.4 Shear and Moment Diagrams for a Frame 163 4.5 Moment Diagrams Constructed by the Method of Superposition 168 5 Cables and Arches 181 5.1 Cables 181 5.2 Cable Subjected to Concentrated Loads 182 5.3 Cable Subjected to a Uniform Distributed Load 184 5.4 Arches 194 5.5 Three-Hinged Arch 195 6 Influence Lines for Statically Determinate Structures 205 6.1 Influence Lines 205 6.2 Influence Lines for Beams 213 6.3 Qualitative Influence Lines 216 6.4 Influence Lines for Floor Girders 228 6.5 Influence Lines for Trusses 232 6.6 Maximum Influence at a Point due to a Series of Concentrated Loads 240 6.7 Absolute Maximum Shear and Moment 250 7 Approximate Analysis of Statically Indeterminate Structures 263 7.1 Use of Approximate Methods 263 7.2 Trusses 264 7.3 Vertical Loads on Building Frames 270 7.4 Portal Frames and Trusses 273 7.5 Lateral Loads on Building Frames: Portal Method 282 7.6 Lateral Loads on Building Frames: Cantilever Method 288 8 Deflections 299 8.1 Deflection Diagrams and the Elastic Curve 299 8.2 Elastic-Beam Theory 305 8.3 The Double Integration Method 307 8.4 Moment-Area Theorems 316 8.5 Conjugate-Beam Method 326 9 Deflections Using Energy Methods 341 9.1 External Work and Strain Energy 341 9.2 Principle of Work and Energy 345 9.3 Principle of Virtual Work 346 9.4 Method of Virtual Work: Trusses 348 9.5 Castigliano's Theorem 355 9.6 Castigliano's Theorem for Trusses 356 9.7 Method of Virtual Work: Beams and Frames 364 9.8 Virtual Strain Energy Caused by Axial Load, Shear, Torsion, and Temperature 375 9.9 Castigliano's Theorem for Beams and Frames 381 10 Analysis of Statically Indeterminate Structures by the ForceMethod 395 10.1 Statically Indeterminate Structures 395 10.2 Force Method of Analysis: General Procedure 398 10.3 Maxwell's Theorem of Reciprocal Displacements-- Betti's Law 402 10.4 Force Method of Analysis: Beams 403 10.5 Force Method of Analysis: Frames 411 10.6 Force Method of Analysis: Trusses 422 10.7 Composite Structures 425 10.8 Additional Remarks on the Force Method of Analysis 428 10.9 Symmetric Structures 429 10.10 Influence Lines for Statically Indeterminate Beams 435 10.11 Qualitative Influence Lines for Frames 438 11 Displacement Method of Analysis: Slope-Deflection Equations 451 11.1 Displacement Method of Analysis: General Procedures 451 11.2 Slope-Deflection Equations 453 11.3 Analysis of Beams 459 11.4 Analysis of Frames: No Sidesway 469 11.5 Analysis of Frames: Sidesway 474 12 Displacement Method of Analysis: Moment Distribution 487 12.1 General Principles and Definitions 487 12.2 Moment Distribution for Beams 491 12.3 Stiffness-Factor Modifications 500 12.4 Moment Distribution for Frames: No Sidesway 508 12.5 Moment Distribution for Frames: Sidesway 510 13 Beams and Frames Having Nonprismatic Members 523 13.1 Loading Properties of Nonprismatic Members 523 13.2 Moment Distribution for Structures Having Nonprismatic Members 528 13.3 Slope-Deflection Equations for Nonprismatic Members 534 14 Truss Analysis Using the Stiffness Method 539 14.1 Fundamentals of the Stiffness Method 539 14.2 Member Stiffness Matrix 542 14.3 Displacement and Force Transformation Matrices 543 14.4 Member Global Stiffness Matrix 546 14.5 Truss Stiffness Matrix 547 14.6 Application of the Stiffness Method for Truss Analysis 552 14.7 Nodal Coordinates 560 14.8 Trusses Having Thermal Changesand Fabrication Errors 564 14.9 Space-Truss Analysis 570 15 Beam Analysis Using the Stiffness Method 575 15.1 Preliminary Remarks 575 15.2 Beam-Member Stiffness Matrix 577 15.3 Beam-Structure Stiffness Matrix 579 15.4 Application of the Stiffness Method for Beam Analysis 579 16 Plane Frame Analysis Using the Stiffness Method 595 16.1 Frame-Member Stiffness Matrix 595 16.2 Displacement and Force Transformation Matrices 597 16.3 Frame-Member Global Stiffness Matrix 599 16.4 Application of the Stiffness Method for Frame Analysis 600 Appendices A. Matrix Algebra for Structural Analysis 612 B. General Procedure for Using Structural Analysis Software 625 Answers to Selected Problems Index.
- (source: Nielsen Book Data)9780132570534 20160605
(source: Nielsen Book Data)9780132570534 20160605
- 1 Types of Structures and Loads 3 1.1 Introduction 3 1.2 Classification of Structures 4 1.3 Loads 9 1.4 Structural Design 26 2 Analysis of Statically Determinate Structures 33 2.1 Idealized Structure 33 2.2 Principle of Superposition 46 2.3 Equations of Equilibrium 47 2.4 Determinacy and Stability 48 2.5 Application of the Equations of Equilibrium 59 3 Analysis of Statically Determinate Trusses 79 3.1 Common Types of Trusses 79 3.2 Classification of Coplanar Trusses 85 3.3 The Method of Joints 94 3.4 Zero-Force Members 98 3.5 The Method of Sections 104 3.6 Compound Trusses 110 3.7 Complex Trusses 116 3.8 Space Trusses 120 4 Internal Loadings Developed in Structural Members 133 4.1 Internal Loadings at a Specified Point 133 4.2 Shear and Moment Functions 139 4.3 Shear and Moment Diagrams for a Beam 150 4.4 Shear and Moment Diagrams for a Frame 163 4.5 Moment Diagrams Constructed by the Method of Superposition 168 5 Cables and Arches 181 5.1 Cables 181 5.2 Cable Subjected to Concentrated Loads 182 5.3 Cable Subjected to a Uniform Distributed Load 184 5.4 Arches 194 5.5 Three-Hinged Arch 195 6 Influence Lines for Statically Determinate Structures 205 6.1 Influence Lines 205 6.2 Influence Lines for Beams 213 6.3 Qualitative Influence Lines 216 6.4 Influence Lines for Floor Girders 228 6.5 Influence Lines for Trusses 232 6.6 Maximum Influence at a Point due to a Series of Concentrated Loads 240 6.7 Absolute Maximum Shear and Moment 250 7 Approximate Analysis of Statically Indeterminate Structures 263 7.1 Use of Approximate Methods 263 7.2 Trusses 264 7.3 Vertical Loads on Building Frames 270 7.4 Portal Frames and Trusses 273 7.5 Lateral Loads on Building Frames: Portal Method 282 7.6 Lateral Loads on Building Frames: Cantilever Method 288 8 Deflections 299 8.1 Deflection Diagrams and the Elastic Curve 299 8.2 Elastic-Beam Theory 305 8.3 The Double Integration Method 307 8.4 Moment-Area Theorems 316 8.5 Conjugate-Beam Method 326 9 Deflections Using Energy Methods 341 9.1 External Work and Strain Energy 341 9.2 Principle of Work and Energy 345 9.3 Principle of Virtual Work 346 9.4 Method of Virtual Work: Trusses 348 9.5 Castigliano's Theorem 355 9.6 Castigliano's Theorem for Trusses 356 9.7 Method of Virtual Work: Beams and Frames 364 9.8 Virtual Strain Energy Caused by Axial Load, Shear, Torsion, and Temperature 375 9.9 Castigliano's Theorem for Beams and Frames 381 10 Analysis of Statically Indeterminate Structures by the ForceMethod 395 10.1 Statically Indeterminate Structures 395 10.2 Force Method of Analysis: General Procedure 398 10.3 Maxwell's Theorem of Reciprocal Displacements-- Betti's Law 402 10.4 Force Method of Analysis: Beams 403 10.5 Force Method of Analysis: Frames 411 10.6 Force Method of Analysis: Trusses 422 10.7 Composite Structures 425 10.8 Additional Remarks on the Force Method of Analysis 428 10.9 Symmetric Structures 429 10.10 Influence Lines for Statically Indeterminate Beams 435 10.11 Qualitative Influence Lines for Frames 438 11 Displacement Method of Analysis: Slope-Deflection Equations 451 11.1 Displacement Method of Analysis: General Procedures 451 11.2 Slope-Deflection Equations 453 11.3 Analysis of Beams 459 11.4 Analysis of Frames: No Sidesway 469 11.5 Analysis of Frames: Sidesway 474 12 Displacement Method of Analysis: Moment Distribution 487 12.1 General Principles and Definitions 487 12.2 Moment Distribution for Beams 491 12.3 Stiffness-Factor Modifications 500 12.4 Moment Distribution for Frames: No Sidesway 508 12.5 Moment Distribution for Frames: Sidesway 510 13 Beams and Frames Having Nonprismatic Members 523 13.1 Loading Properties of Nonprismatic Members 523 13.2 Moment Distribution for Structures Having Nonprismatic Members 528 13.3 Slope-Deflection Equations for Nonprismatic Members 534 14 Truss Analysis Using the Stiffness Method 539 14.1 Fundamentals of the Stiffness Method 539 14.2 Member Stiffness Matrix 542 14.3 Displacement and Force Transformation Matrices 543 14.4 Member Global Stiffness Matrix 546 14.5 Truss Stiffness Matrix 547 14.6 Application of the Stiffness Method for Truss Analysis 552 14.7 Nodal Coordinates 560 14.8 Trusses Having Thermal Changesand Fabrication Errors 564 14.9 Space-Truss Analysis 570 15 Beam Analysis Using the Stiffness Method 575 15.1 Preliminary Remarks 575 15.2 Beam-Member Stiffness Matrix 577 15.3 Beam-Structure Stiffness Matrix 579 15.4 Application of the Stiffness Method for Beam Analysis 579 16 Plane Frame Analysis Using the Stiffness Method 595 16.1 Frame-Member Stiffness Matrix 595 16.2 Displacement and Force Transformation Matrices 597 16.3 Frame-Member Global Stiffness Matrix 599 16.4 Application of the Stiffness Method for Frame Analysis 600 Appendices A. Matrix Algebra for Structural Analysis 612 B. General Procedure for Using Structural Analysis Software 625 Answers to Selected Problems Index.
- (source: Nielsen Book Data)9780132570534 20160605
(source: Nielsen Book Data)9780132570534 20160605
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at circulation desk | |
TA645 .H47 2012 | Unknown 2-hour loan |
CEE-180-01
- Course
- CEE-180-01 -- Structural Analysis
- Instructor(s)
- Douglas, Kyle Scott