Read e-book online ACI 301M-10: Metric Specifications for Structural Concrete PDF

By ACI Committee 301

This can be a Reference Specification that the Architect/Engineer can practice to any building undertaking regarding structural concrete by way of mentioning it within the undertaking requisites. Checklists are supplied to aid the Architect/Engineer in supplementing the provisions of this Reference Specification as wanted via designating or specifying person undertaking standards. the 1st 5 sections of this record hide normal building necessities for cast-in-place structural concrete and slabs-on-ground. those sections disguise fabrics and proportioning of concrete; reinforcement and prestressing metal; construction, putting, completing, and curing of concrete; formwork functionality standards and building; remedy of joints; embedded goods; fix of floor defects; and completing of shaped and unformed surfaces. Provisions governing checking out, overview, and popularity of concrete in addition to popularity of the buildings are integrated. the rest sections are dedicated to architectural concrete, light-weight concrete, mass concrete, post-tensioned concrete, shrinkagecompensating concrete, commercial ground slabs, tilt-up building, precast structural concrete, and precast architectural concrete.

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Table of Contents

Foreword xxi
Preface xxiii
Acknowledgments xxxi
PART I SINGLE-DEGREE-OF-FREEDOM structures 1
1 Equations of movement, challenge assertion, and Solution Methods 3
1. 1 easy buildings 3
1. 2 Single-Degree-of-Freedom method 7
1. three Force—Displacement Relation 8
1. four Damping strength 12
1. five Equation of movement: exterior strength 14
1. 6 Mass—Spring—Damper approach 19
1. 7 Equation of movement: Earthquake Excitation 23
1. eight challenge assertion and aspect Forces 26
1. nine Combining Static and Dynamic Responses 28
1. 10 equipment of answer of the Differential Equation 28
1. eleven learn of SDF structures: association 33
Appendix 1: Stiffness Coefficients for a Flexural Element 33
2 unfastened Vibration 39
2. 1 Undamped unfastened Vibration 39
2. 2 Viscously Damped unfastened Vibration 48
2. three power in unfastened Vibration 56
2. four Coulomb-Damped loose Vibration 57
3 reaction to Harmonic and Periodic Excitations 65
Part A: Viscously Damped platforms: simple effects 66
3. 1 Harmonic Vibration of Undamped platforms 66
3. 2 Harmonic Vibration with Viscous Damping 72
Part B: Viscously Damped platforms: purposes 85
3. three reaction to Vibration Generator 85
3. four typical Frequency and Damping from Harmonic Tests 87
3. five strength Transmission and Vibration Isolation 90
3. 6 reaction to flooring movement and Vibration Isolation 91
3. 7 Vibration-Measuring tools 95
3. eight strength Dissipated in Viscous Damping 99
3. nine an identical Viscous Damping 103
Part C: platforms with Nonviscous Damping 105
3. 10 Harmonic Vibration with Rate-Independent Damping 105
3. eleven Harmonic Vibration with Coulomb Friction 109
Part D: reaction to Periodic Excitation 113
3. 12 Fourier sequence illustration 114
3. thirteen reaction to Periodic strength 114
Appendix three: Four-Way Logarithmic Graph Paper 118
4 reaction to Arbitrary, Step, and Pulse Excitations 125
Part A: reaction to Arbitrarily Time-Varying Forces 125
4. 1 reaction to Unit Impulse 126
4. 2 reaction to Arbitrary strength 127
Part B: reaction to Step and Ramp Forces 129
4. three Step strength 129
4. four Ramp or Linearly expanding strength 131
4. five Step strength with Finite upward thrust Time 132
Part C: reaction to Pulse Excitations 135
4. 6 answer tools 135
4. 7 oblong Pulse strength 137
4. eight Half-Cycle Sine Pulse strength 143
4. nine Symmetrical Triangular Pulse strength 148
4. 10 results of Pulse form and Approximate research for
Short Pulses 151
4. eleven results of Viscous Damping 154
4. 12 reaction to flooring movement 155
5 Numerical review of Dynamic reaction 165
5. 1 Time-Stepping tools 165
5. 2 equipment in response to Interpolation of Excitation 167
5. three valuable distinction technique 171
5. four Newmark’s strategy 174
5. five balance and Computational blunders 180
5. 6 Nonlinear platforms: crucial distinction procedure 183
5. 7 Nonlinear platforms: Newmark’s strategy 183
6 Earthquake reaction of Linear structures 197
6. 1 Earthquake Excitation 197
6. 2 Equation of movement 203
6. three reaction amounts 204
6. four reaction heritage 205
6. five reaction Spectrum inspiration 207
6. 6 Deformation, Pseudo-velocity, and Pseudo-acceleration Response Spectra 208
6. 7 height Structural reaction from the Response Spectrum 217
6. eight reaction Spectrum features 222
6. nine Elastic layout Spectrum 230
6. 10 comparability of layout and reaction Spectra 239
6. eleven contrast among layout and Response Spectra 241
6. 12 pace and Acceleration reaction Spectra 242
Appendix 6: El Centro, 1940 flooring movement 246
7 Earthquake reaction of Inelastic structures 257
7. 1 Force—Deformation family 258
7. 2 Normalized Yield energy, Yield power Reduction Factor, and Ductility issue 264
7. three Equation of movement and Controlling Parameters 265
7. four results of Yielding 266
7. five reaction Spectrum for Yield Deformation and Yield Strength 273
7. 6 Yield energy and Deformation from the Response Spectrum 277
7. 7 Yield Strength—Ductility Relation 277
7. eight Relative results of Yielding and Damping 279
7. nine Dissipated power 280
7. 10 Supplemental power Dissipation units 283
7. eleven Inelastic layout Spectrum 288
7. 12 functions of the layout Spectrum 295
7. thirteen comparability of layout and Response Spectra 301
8 Generalized Single-Degree-of-Freedom platforms 305
8. 1 Generalized SDF platforms 305
8. 2 Rigid-Body Assemblages 307
8. three structures with allotted Mass and Elasticity 309
8. four Lumped-Mass procedure: Shear development 321
8. five average Vibration Frequency by means of Rayleigh’s
Method 328
8. 6 collection of form functionality 332
Appendix eight: Inertia Forces for inflexible our bodies 336
PART II MULTI-DEGREE-OF-FREEDOM structures 343
9 Equations of movement, challenge assertion, and Solution Methods 345
9. 1 easy approach: Two-Story Shear development 345
9. 2 basic process for Linear structures 350
9. three Static Condensation 367
9. four Planar or Symmetric-Plan structures: Ground Motion 370
9. five One-Story Unsymmetric-Plan structures 375
9. 6 Multistory Unsymmetric-Plan constructions 381
9. 7 a number of aid Excitation 385
9. eight Inelastic platforms 390
9. nine challenge assertion 390
9. 10 aspect Forces 391
9. eleven tools for fixing the Equations of Motion: Overview 391
10 unfastened Vibration 401
Part A: common Vibration Frequencies and Modes 402
10. 1 structures with no Damping 402
10. 2 normal Vibration Frequencies and Modes 404
10. three Modal and Spectral Matrices 406
10. four Orthogonality of Modes 407
10. five Interpretation of Modal Orthogonality 408
10. 6 Normalization of Modes 408
10. 7 Modal enlargement of Displacements 418
Part B: loose Vibration reaction 419
10. eight answer of unfastened Vibration Equations: Undamped Systems 419
10. nine structures with Damping 422
10. 10 answer of unfastened Vibration Equations: Classically Damped platforms 423
Part C: Computation of Vibration houses 426
10. eleven resolution equipment for the Eigenvalue challenge 426
10. 12 Rayleigh’s Quotient 428
10. thirteen Inverse Vector generation procedure 428
10. 14 Vector generation with Shifts: most well-liked strategy 433
10. 15 Transformation of okφ = ω2mφ to the Standard Form 438
11 Damping in buildings 445
Part A: Experimental facts and steered Modal Damping Ratios 445
11. 1 Vibration houses of Millikan Library development 445
11. 2 Estimating Modal Damping Ratios 450
Part B: building of Damping Matrix 452
11. three Damping Matrix 452
11. four Classical Damping Matrix 453
11. five Nonclassical Damping Matrix 462
12 Dynamic research and reaction of Linear structures 465
Part A: Two-Degree-of-Freedom structures 465
12. 1 research of Two-DOF platforms with out Damping 465
12. 2 Vibration Absorber or Tuned Mass Damper 468
Part B: Modal research 470
12. three Modal Equations for Undamped platforms 470
12. four Modal Equations for Damped structures 473
12. five Displacement reaction 474
12. 6 aspect Forces 475
12. 7 Modal research: precis 475
Part C: Modal reaction Contributions 480
12. eight Modal enlargement of Excitation Vector p(t) = sp(t) 480
12. nine Modal research for p(t) = sp(t) 484
12. 10 Modal Contribution components 485
12. eleven Modal Responses and Required variety of Modes 487
Part D: detailed research approaches 494
12. 12 Static Correction approach 494
12. thirteen Mode Acceleration Superposition process 497
12. 14 Mode Acceleration Superposition approach: Arbitrary Excitation 498
13 Earthquake research of Linear structures 511
Part A: reaction heritage research 512
13. 1 Modal research 512
13. 2 Multistory structures with Symmetric Plan 518
13. three Multistory constructions with Unsymmetric Plan 537
13. four Torsional reaction of Symmetric-Plan structures 548
13. five reaction research for a number of Support Excitation 552
13. 6 Structural Idealization and Earthquake reaction 558
Part B: reaction Spectrum research 559
13. 7 height reaction from Earthquake Response Spectrum 559
13. eight Multistory constructions with Symmetric Plan 564
13. nine Multistory structures with Unsymmetric Plan 576
13. 10 A Response-Spectrum-Based Envelope for Simultaneous Responses 584
13. eleven reaction to Multi-Component Ground Motion 592
14 research of Nonclassically Damped Linear structures 613
Part A: Classically Damped platforms: Reformulation 614
14. 1 common Vibration Frequencies and Modes 614
14. 2 loose Vibration 615
14. three Unit Impulse reaction 616
14. four Earthquake reaction 617
Part B: Nonclassically Damped platforms 618
14. five ordinary Vibration Frequencies and Modes 618
14. 6 Orthogonality of Modes 619
14. 7 unfastened Vibration 623
14. eight Unit Impulse reaction 628
14. nine Earthquake reaction 632
14. 10 platforms with Real-Valued Eigenvalues 634
14. eleven reaction Spectrum research 642
14. 12 precis 643
Appendix 14: Derivations 644
15 relief of levels of Freedom 653
15. 1 Kinematic Constraints 654
15. 2 Mass Lumping in chosen DOFs 655
15. three Rayleigh—Ritz approach 655
15. four collection of Ritz Vectors 659
15. five Dynamic research utilizing Ritz Vectors 664
16 Numerical evaluate of Dynamic reaction 669
16. 1 Time-Stepping tools 669
16. 2 Linear structures with Nonclassical Damping 671
16. three Nonlinear structures 677
17 platforms with allotted Mass and Elasticity 693
17. 1 Equation of Undamped movement: utilized Forces 694
17. 2 Equation of Undamped movement: Support Excitation 695
17. three ordinary Vibration Frequencies and Modes 696
17. four Modal Orthogonality 703
17. five Modal research of pressured Dynamic reaction 705
17. 6 Earthquake reaction background research 712
17. 7 Earthquake reaction Spectrum research 717
17. eight trouble in reading functional structures 720
18 advent to the Finite point approach 725
Part A: Rayleigh—Ritz procedure 725
18. 1 formula utilizing Conservation of power 725
18. 2 formula utilizing digital paintings 729
18. three negative aspects of Rayleigh—Ritz approach 731
Part B: Finite point strategy 731
18. four Finite aspect Approximation 731
18. five research method 733
18. 6 aspect levels of Freedom and Interpolation Functions 735
18. 7 point Stiffness Matrix 736
18. eight point Mass Matrix 737
18. nine point (Applied) strength Vector 739
18. 10 comparability of Finite point and Exact Solutions 743
18. eleven Dynamic research of Structural Continua 744
PART III EARTHQUAKE reaction, layout, AND EVALUATION OF MULTISTORY structures 751
19 Earthquake reaction of Linearly Elastic structures 753
19. 1 structures Analyzed, layout Spectrum, and Response Quantities 753
19. 2 impression of T1 and Á on reaction 758
19. three Modal Contribution components 759
19. four impression of T1 on Higher-Mode reaction 761
19. five effect of Á on Higher-Mode reaction 764
19. 6 Heightwise version of Higher-Mode reaction 765
19. 7 what number Modes to incorporate 767
20 Earthquake research and reaction of Inelastic constructions 771
Part A: Nonlinear reaction heritage research 772
20. 1 Equations of movement: formula and answer 772
20. 2 Computing Seismic calls for: Factors To Be thought of 773
20. three tale glide calls for 777
20. four energy calls for for SDF and MDF platforms 783
Part B: Approximate research tactics 784
20. five Motivation and simple proposal 784
20. 6 Uncoupled Modal reaction background research 786
20. 7 Modal Pushover research 793
20. eight evaluate of Modal Pushover research 798
20. nine Simplified Modal Pushover Analysis
for useful software 803
21 Earthquake Dynamics of Base-Isolated structures 805
21. 1 Isolation platforms 805
21. 2 Base-Isolated One-Story constructions 808
21. three Effectiveness of Base Isolation 814
21. four Base-Isolated Multistory constructions 818
21. five functions of Base Isolation 824
22 Structural Dynamics in development Codes 831
Part A: development Codes and Structural Dynamics 832
22. 1 foreign construction Code (United States), 2009 832
22. 2 nationwide construction Code of Canada, 2010 835
22. three Mexico Federal District Code, 2004 837
22. four Eurocode eight, 2004 840
22. five Structural Dynamics in development Codes 842
Part B: assessment of establishing Codes 848
22. 6 Base Shear 848
22. 7 tale Shears and identical Static Forces 852
22. eight Overturning Moments 854
22. nine Concluding comments 857
23 Structural Dynamics in construction assessment guidance 859
23. 1 Nonlinear Dynamic strategy: present perform 860
23. 2 SDF-System Estimate of Roof Displacement 861
23. three Estimating Deformation of Inelastic SDF platforms 864
23. four Nonlinear Static methods 870
23. five Concluding feedback 876
A Frequency-Domain approach to reaction research 879
B Notation 901
C solutions to chose difficulties 913
Index 929

 
      

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Extra info for ACI 301M-10: Metric Specifications for Structural Concrete

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Dort kann die Bevo¨lkerung die Baustellen besichtigen und direkt einen Einblick in den Tunnelbau gewinnen. Bei diesen offenen Tunneltagen werden die Geologie entlang der Tunnelstrecke gezeigt und Mineralien vom Tunnelausbruch zum Mitnehmen bereit gestellt, Von fachkundigen Mitarbeitern der BBT SE werden die Besucher in den Tunnel gefu¨hrt, die Baumaschinen erkla¨rt und Ausku¨nfte u¨ber den Basistunnel sowie u¨ber den Verkehrskorridor gegeben. An solchen Tagen besuchen im Durchschnitt 3000 Personen (vielfach Familien mit Kindern) die Baustellen; mehr Besucher ko¨nnen logistisch nicht abgewickelt werden.

2011 1 311 Kosten- und Leistungsrechnung im Baubetrieb (Poggel) . . . . . . . 2001 II 209 291 Ku¨stenschutz (Pasche/von Lieberman) . . . . . . . . . . . . . . 2008 1 Lagerung und Lager von Bauwerken (Rahlwes) . . . . . . . . . . . 1995 II 631 LAU-Anlagen: Fugenabdichtung und Dichtkonstruktionen (Kluge) . . . . 2008 1 357 Lebensdauerbemessung (Gehlen/Mayer/von Greve-Dierfeld) . . . . . . 2011 2 229 Marine Gru¨ndungsbauwerke (Grabe) . . . . . . .

Anderenfalls besteht nicht zuletzt auch die Gefahr, dass wir mittelfristig im in- Beton-Kalender 2012: Infrastrukturbau, Befestigungstechnik, Eurocode 2. Herausgegeben von Konrad Bergmeister, Frank Fingerloos und Johann-Dietrich Wo¨rner c 2012 Ernst & Sohn GmbH & Co. KG. Published by Ernst & Sohn GmbH & Co. KG. II Einleitung 14 Mobilita¨tszentren – Innersta¨dtische Bahnhofsbauwerke ternationalen Vergleich die Vorteile einbu¨ßen, die wir im deutschsprachigen Raum durch die Tradition der Vergabe mit Qualita¨tskriterien von Planung und Ausfu¨hrung im technischen Wettbewerb (noch) besitzen.

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