| | |
| BIBLIOGRAFI/REFERENSI PENJELASAN | |
| Referensi ACI dan dokumen yang | |
| dipublikasi oleh organisasi selain ACI yang | |
| disitasi dalam penjelasan Standar ini, | |
| diurutkan dengan nomor dokumen atau | |
| referensi, tahun publikasi, dan judul | |
| lengkap, diikuti dengan dokumen yang | |
| diurutkan berdasarkan abjad. | |
| American Association of State Highway | |
| and Transportation Officials (AASHTO) | |
| LRFDCONS-3-2010—LRFD Bridge | |
| Construction Specifications, Third Edition | |
| LRFDUS-6-2012—LRFD Bridge Design | |
| Specifications, Sixth Edition | |
| American Concrete Institute (ACI) | |
| 117-10—Specification for Tolerances for | |
| Concrete Construction and Materials | |
| 201.2R-08—Guide to Durable Concrete | |
| 209R-92(08)—Prediction of Creep, | |
| Shrinkage, and Temperature Effects in | |
| Concrete Structures | |
| 211.1-91(09)—Standard Practice for | |
| Selecting Proportions for Normal, | |
| Heavyweight, and Mass Concrete | |
| 213R-03—Guide for Structural | |
| Lightweight-Aggregate Concrete | |
| 214R-11—Guide to Evaluation of | |
| Strength Test Results of Concrete | |
| 214.4R-10—Guide for Obtaining Cores | |
| and Interpreting Compressive Strength | |
| Results | |
| 215R-92(97)—Considerations for Design | |
| of Concrete Structures Subjected to | |
| Fatigue Loading | |
| 216.1-07—Code Requirements for | |
| Determining Fire Resistance of Concrete | |
| and Masonry Construction Assemblies | |
| 222R-01—Protection of Metals in | |
| Concrete against Corrosion | |
| 223R-10—Guide for the Use of | |
| Shrinkage-Compensating Concrete | |
| 228.1R-03—In-Place Methods to | |
| Estimate Concrete Strength | |
| 233R-03—Slag Cement in Concrete and | |
| Mortar | |
| 234R-06—Guide for the Use of Silica | |
| Fume in Concrete | |
| 301-10—Specifications for Structural | |
| Concrete | |
| 304R-00(09)—Guide for Measuring, | |
| Mixing, Transporting, and Placing Concrete | |
| 305.1-06—Specification for Hot Weather | |
| Concreting | |
| 305R-10—Guide to Hot Weather | |
| Concreting | |
| 306R-10—Guide to Cold Weather | |
| Concreting | |
| 306.1-90(02)—Standard Specification for | |
| Cold Weather Concreting | |
| 307-08—Code Requirements for | |
| Reinforced Concrete Chimneys (ACI 307- | |
| 08) and Commentary | |
| 308R-01(08)—Guide to Curing Concrete | |
| 309R-05—Guide for Consolidation of | |
| Concrete | |
| 311.4R-05—Guide for Concrete | |
| Inspection | |
| 311.6-09—Specification for Ready Mixed | |
| Concrete Testing Services | |
| 313-97—Standard Practice for Design | |
| and Construction of Concrete Silos and | |
| Stacking Tubes for Storing Granular | |
| Materials | |
| 318-63—Commentary on Building Code | |
| Requirements for Reinforced Concrete | |
| 318-11—Building Code Requirements for | |
| Structural Concrete (ACI 318-11) and | |
| Commentary | |
| 318.2-14—Building Code Requirements | |
| for Concrete Thin Shells (ACI 318.2-14) and | |
| Commentary | |
| 332-14—Requirements for Residential | |
| Concrete Construction (ACI 332-14) and | |
| Commentary | |
| 334.1R-92(02)—Concrete Shell | |
| Structures – Practice and Commentary | |
| 334.2R-91—Reinforced Concrete | |
| Cooling Tower Shells – Practice and | |
| Commentary | |
| 336.2R-88—Suggested Analysis and | |
| Design Procedures for Combined Footings | |
| and Mats | |
| 336.3R-93(06)—Design and | |
| Construction of Drilled Piers | |
| 347-04—Guide to Formwork for Concrete | |
| “Hak cipta Badan Standardisasi Nasional, | |
| copy standar ini dibuat untuk | |
| Sub KT 91-01-S4 Bahan, | |
| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
| SNI 2847:2019 | |
| © BSN 2019 673 dari 695 | |
| 237R-07—Self-Consolidating Concrete 347.2R-05—Guide for | |
| Shoring/Reshoring of Concrete Multistory | |
| Buildings | |
| 349-06—Code Requirements for Nuclear | |
| Safety-Related Concrete Structures (ACI | |
| 349-06) and Commentary | |
| 350-06—Code Requirements for | |
| Environmental Engineering Concrete | |
| Structures (ACI 350-06) and Commentary | |
| 352R-02—Recommendations for Design | |
| of Beam-Column Connections in Monolithic | |
| Reinforced Concrete Structures | |
| 352.1R-11—Guide for Design of Slab- | |
| Column Connections in Monolithic | |
| Concrete Structures | |
| 355.2-07—Qualifications of Post Installed | |
| Mechanical Anchors in Concrete and | |
| Commentary | |
| 355.4-11—Qualification of Post-Installed | |
| Adhesive Anchors in Concrete (ACI 355.4- | |
| 11) and Commentary | |
| 359-13—Code for Concrete | |
| Containments | |
| 360R-10—Guide to Design of Slabs-on- | |
| Ground | |
| 362.1R-97(02)—Guide for the Design of | |
| Durable Parking Structures | |
| 372R-13—Guide to Design and | |
| Construction of Circular Wire- and Strand- | |
| Wrapped Prestressed Concrete Structures | |
| 374.1-05—Acceptance Criteria for | |
| Moment Frames Based on Structural | |
| Testing and Commentary | |
| 408.1R-90—Suggested Development, | |
| Splice, and Standard Hook Provisions for | |
| Deformed Bars in Tension | |
| 408.2R-12—Report on Bond of Steel | |
| Reinforcing Bars Under Cyclic Loads | |
| 421.1R-08—Guide to Shear | |
| Reinforcement for Slabs | |
| 423.3R-05—Recommendations for | |
| Concrete Members Prestressed with | |
| Unbonded Tendons | |
| 423.7-14—Specification for Unbonded | |
| Single-Strand Tendon Materials | |
| 435R-95(00)—Control of Deflection in | |
| Concrete Structures | |
| 435.5R-73(89)—Deflections of | |
| Continuous Concrete Beams | |
| 440.1R-06—Guide for the Design and | |
| Construction of Structural Concrete | |
| Reinforced with FRP Bars | |
| 440.2R-08—Guide for the Design and | |
| Construction of Externally Bonded FRP | |
| Systems for Strengthening Concrete | |
| Structures | |
| 445R-99(09)—Recent Approaches to | |
| Shear Design of Structural Concrete | |
| 543R-00—Guide to Design, Manufacture, | |
| and Installation of Concrete Piles | |
| 544.3R-08—Guide for Specifying, | |
| Proportioning, and Production of Fiber- | |
| Reinforced Concrete | |
| 550.3-13—Design Specification for | |
| Unbonded Post-Tensioned Precast | |
| Concrete Special Moment Frames | |
| Satisfying ACI 374.1 (ACI 550.3-13) and | |
| Commentary | |
| 551.2R-10—Design Guide for Tilt-Up | |
| Concrete Panels | |
| CT-13—Concrete Terminology | |
| ITG-5.1-07—Acceptance Criteria for | |
| Special Unbonded Post-Tensioned Precast | |
| Structural Walls Based on Validation | |
| Testing and Commentary | |
| ITG-5.2-09—Requirements for Design of | |
| a Special Unbonded Post-Tensioned | |
| Precast Shear Wall Satisfying | |
| ACI ITG-5.1 (ACI 5.2-09) and | |
| Commentary | |
| ITG 7-09—Specification for Tolerances | |
| for Precast Concrete | |
| SP-2(07)—Manual of Concrete | |
| Inspection, Tenth Edition | |
| SP-4(05)—Formwork for Concrete, | |
| Seventh Edition | |
| SP-17(09)—ACI Design Handbook | |
| SP-66(04)—ACI Detailing Manual | |
| American Institute of Steel Construction | |
| (AISC) | |
| 341-10—Seismic Provisions for | |
| Structural Steel Buildings | |
| 360-10—Specification for Structural Steel | |
| Buildings | |
| American Iron and Steel Institute (AISI) | |
| D100-08—Cold-Formed Steel Design | |
| Manual | |
| S100-07—North American Specification | |
| for the Design of Cold-Formed Steel | |
| Structural Members | |
| American Society of Civil Engineers | |
| (ASCE) | |
| A775/A775M-07b(2014)—Standard | |
| Specification for Epoxy-Coated Steel | |
| “Hak cipta Badan Standardisasi Nasional, | |
| copy standar ini dibuat untuk | |
| Sub KT 91-01-S4 Bahan, | |
| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
| SNI 2847:2019 | |
| © BSN 2019 674 dari 695 | |
| 7-10—Minimum Design Loads for | |
| Buildings and Other Structures | |
| American Society of Mechanical | |
| Engineers (ASME) | |
| B1.1-03—Unified Inch Screw Threads | |
| (UN and UNRThread Form) | |
| B18.2.1-96—Square and Hex Bolts and | |
| Screws, Inch Series | |
| B18.2.6-96—Fasteners for Use in | |
| Structural Applications | |
| B31.1-92—Power Piping | |
| B31.3-90—Chemical Plant and | |
| Petroleum Refinery Piping | |
| American Welding Society (AWS) | |
| D1.1/D1.1M:2010—Structural Welding | |
| Code – Steel | |
| D1.4/D1.4M:2005—Structural Welding | |
| Code – Reinforcing Steel | |
| ASTM International | |
| A36/A36M-12—Standard Specification | |
| for Carbon Structural Steel | |
| A307-12—Standard Specification for | |
| Carbon Steel Bolts, Studs, and Threaded | |
| Rod 60000 PSI Tensile Strength | |
| A370-14—Standard Test Methods and | |
| Definitions for Mechanical Testing of Steel | |
| Products | |
| A416/A416M-12a—Standard | |
| Specification for Steel Strand, Uncoated | |
| Seven-Wire for Prestressed Concrete | |
| A421/A421M-10—Standard Specification | |
| for Uncoated Stress-Relieved Steel Wire for | |
| Prestressed Concrete, including | |
| Supplementary Requirement SI, Low- | |
| Relaxation Wire and Relaxation Testomg | |
| A615/A615M-14—Standard Specification | |
| for Deformed and Plain Carbon-Steel Bars | |
| for Concrete Reinforcement | |
| A706/A706M-14—Standard Specification | |
| for Deformed and Plain Low-Alloy Steel | |
| Bars for Concrete Reinforcement | |
| A767/A767M-09—Standard Specification | |
| for Zinc-Coated (Galvanized) Steel Bars for | |
| Concrete Reinforcement | |
| Reinforcing Bars | |
| A934/A934M-13—Standard Specification | |
| for Epoxy-Coated Prefabricated Steel | |
| Reinforcing Bars | |
| A955/A955M-14—Standard Specification | |
| for Deformed and Plain Stainless-Steel | |
| Bars for Concrete Reinforcement | |
| A970/A970M-13a—Standard | |
| Specification for Headed Steel Bars for | |
| Concrete Reinforcement, including Annex | |
| A1 Requirements for Class HA Head | |
| Dimensions | |
| A996/A996M-14—Standard Specification | |
| for Rail-Steel and Axle-Steel Deformed | |
| Bars for Concrete Reinforcement | |
| A1022/A1022M-14—Standard | |
| Specification for Deformed and Plain | |
| Stainless-Steel Wire and Welded Wire for | |
| Concrete Reinforcement | |
| A1035/A1035M-14—Standard | |
| Specification for Deformed and Plain, Low- | |
| Carbon, Chromium, Steel Bars for Concrete | |
| Reinforcement | |
| A1044/A1044M-05(2010)—Standard | |
| Specification for Steel Stud Assemblies for | |
| Shear Reinforcement of Concrete | |
| A1055/A1055M-10ε1—Standard | |
| Specification for Zinc and Epoxy Dual- | |
| Coated Steel Reinforcing Bars | |
| A1064/A1064M-13—Standard | |
| Specification for Carbon-Steel Wire and | |
| Welded Wire Reinforcement, Plain and | |
| Deformed, for Concrete | |
| A1077/A1077M-12—Standard | |
| Specification for Structural Steel with | |
| Improved Yield Strength at High | |
| Temperature for Use in Buildings | |
| C31/C31M-12—Standard Practice for | |
| Making and Curing Concrete Test | |
| Specimens in the Field | |
| C33/C33M-13—Standard Specification | |
| for Concrete Aggregates | |
| C39/C39M-14a—Standard Test Method | |
| for Compressive Strength of Cylindrical | |
| Concrete Specimens | |
| C42/C42M-13—Standard Test Method | |
| for Obtaining and Testing Drilled Cores | |
| and Sawed Beams of Concrete | |
| C94/C94M-14—Standard Specification | |
| for Ready-Mixed Concrete | |
| C150/C150M-12—Standard | |
| Specification for Portland Cement | |
| C989/C989M-13—Standard | |
| Specification for Slag Cement for Use in | |
| Concrete and Mortars | |
| C1012/C1012M-13—Standard Test | |
| Method for Length Change of Hydraulic- | |
| Cement Mortars Exposed to a Sulfate | |
| Solution | |
| “Hak cipta Badan Standardisasi Nasional, | |
| copy standar ini dibuat untuk | |
| Sub KT 91-01-S4 Bahan, | |
| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
| SNI 2847:2019 | |
| © BSN 2019 675 dari 695 | |
| C172/C172M-14—Standard Practice for | |
| Sampling Freshly Mixed Concrete | |
| C173/C173M-14—Standard Test Method | |
| for Air Content of Freshly Mixed Concrete | |
| by the Volumetric Method | |
| C231/C231M-14—Standard Test Method | |
| for Air Content of Freshly Mixed Concrete | |
| by the Pressure Method | |
| C330/C330M-14—Standard | |
| Specification for Lightweight Aggregates | |
| for Structural Concrete | |
| C469/C469M-10—Standard Test Method | |
| for Static Modulus of Elasticity and | |
| Poisson’s Ratio of Concrete in | |
| Compression | |
| C494/C494M-13—Standard | |
| Specification for Chemical Admixtures for | |
| Concrete | |
| C567/567M-14—Standard Test Method | |
| for Determining Density of Structural | |
| Lightweight Concrete | |
| C595/C595M-14—Standard | |
| Specification for Blended Hydraulic | |
| Cements | |
| C618-12a—Standard Specification for | |
| Coal Fly Ash and Raw or Calcined Natural | |
| Pozzolan for Use in Concrete | |
| C685/C685M-11—Standard | |
| Specification for Concrete Made by | |
| Volumetric Batching and Continuous | |
| Mixing | |
| C803/803M-03(2010)—Standard Test | |
| Method for Penetration Resistance of | |
| Hardened Concrete | |
| C805/C805M-08—Standard Test Method | |
| for Rebound Number of Hardened | |
| Concrete | |
| C845/C845M-12—Standard | |
| Specification for Expansive Hydraulic | |
| Cement | |
| C873/873CM-10a—Standard Test | |
| Method for Compressive Strength of | |
| Concrete Cylinders Cast in Place in | |
| Cylindrical Molds | |
| C900-06—Standard Test Method for | |
| Pullout Strength of Hardened Concrete | |
| P751-12—NEHRP Recommended | |
| Seismic Provisions: Design Examples | |
| (2009 edition) | |
| International Code Council (ICC) | |
| 2012 IBC—International Building Code | |
| National Fire Protection Association | |
| (NFPA) | |
| C1017/C1017M-13—Standard | |
| Specification for Chemical Admixtures for | |
| Use in Producing Flowing Concrete | |
| C1074-11—Standard Practice for | |
| Estimating Concrete Strength by the | |
| Maturity Method | |
| C1077-14—Standard Practice for | |
| Laboratories Testing Concrete and | |
| Concrete Aggregates for Use in | |
| Construction and Criteria for Testing | |
| Agency Evaluation | |
| C1157/C1157M-11—Standard | |
| Performance Specification for Hydraulic | |
| Cement | |
| C1202-10—Standard Test Method for | |
| Electrical Indication of Concrete’s Ability to | |
| Resist Chloride Ion Penetration | |
| C1218/C1218M-99(2008)—Standard | |
| Test Method for Water-Soluble Chloride in | |
| Mortar and Concrete | |
| C1240-14—Standard Specification for | |
| Silica Fume Used in Cementitious Mixtures | |
| C1602/C1602M-12—Standard | |
| Specification for Mixing Water Used in | |
| Production of Hydraulic Cement Concrete | |
| C1609/C1609M-12—Standard Test | |
| Method for Flexural Performance of Fiber- | |
| Reinforced Concrete (Using Beam With | |
| Third-Point Loading) | |
| D3665-07ε1—Standard Practice for | |
| Random Sampling of Construction | |
| Materials | |
| F1554-07aε1—Standard Specification for | |
| Anchor Bolts, Steel, 36, 55, and 105-ksi | |
| Yield Strength | |
| Federal Emergency Management | |
| Agency (FEMA) | |
| P749-10—Earthquake-Resistant Design | |
| Concepts: An Introduction to the NEHRP | |
| Recommended Provisions Seismic | |
| Provisions | |
| P750-10—NEHRP Recommended | |
| Seismic Provisions for New Buildings and | |
| Other Structures (2009 edition) | |
| revised Aug. 2012, ICC-ES Evaluation | |
| Service, LLC, Whittier, CA. | |
| ACI Committee 318, 1999, “Closure to | |
| Public Comments on ACI 318-99,” Concrete | |
| International, V. 21, No. 5, May, pp. 318-1 | |
| to 318-50. | |
| ACI Committee 408, 1966, “Bond | |
| Stress—The State of the Art,” ACI Journal | |
| Proceedings, V. 63, No. 11, Nov., pp. 1161- | |
| 1188. | |
| “Hak cipta Badan Standardisasi Nasional, | |
| copy standar ini dibuat untuk | |
| Sub KT 91-01-S4 Bahan, | |
| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
| SNI 2847:2019 | |
| © BSN 2019 676 dari 695 | |
| 5000-2012—Building Construction | |
| Safety | |
| Code Portland Cement Association | |
| (PCA) | |
| EB001.15-11—Design and Control of | |
| Concrete Mixtures, 15th edition | |
| ACI Committee 435, 1966, “Deflections of | |
| Reinforced Concrete Flexural Members | |
| (ACI 435.2R-66),” ACI Journal | |
| Proceedings, V. 63, No. 6, June, pp. 637- | |
| 674. | |
| Precast/Prestressed Concrete Institute | |
| (PCI) | |
| MNL 116-99—Manual for Quality Control | |
| for Plants and Production of Structural | |
| Precast Concrete Products | |
| MNL 117-13—Manual for Quality Control | |
| for Plants and Production of Architectural | |
| Precast Concrete Products | |
| MNL 120-10—PCI Design Handbook: | |
| Precast and Prestressed Concrete, | |
| Seventh Edition | |
| MNL 123-88—Design and Typical | |
| Details of Connections for Precast and | |
| Prestressed Concrete | |
| Post-Tensioning Institute (PTI) | |
| DC10.5-12—Standard Requirements for | |
| Design and Analysis of Shallow Post- | |
| Tensioned Concrete Foundations of | |
| Expansive Soils | |
| DC20.8-04—Design of Post-Tensioned | |
| Slabs Using Unbonded Tendons | |
| M50.3-12—Guide Specification for | |
| Grouted Post-Tensioning | |
| M55.1-12—Specification for Grouting of | |
| Post-Tensioned Structures | |
| TAB.1-06—Post-Tensioning Manual, | |
| Sixth Edition | |
| Steel Deck Institute (SDI) | |
| C-2011—Standard for Composite Steel | |
| Floor Deck – Slabs | |
| NC-2010—Standard for Non-Composite | |
| Steel Floor | |
| Authored documents | |
| AC303, 2011, “Acceptance Criteria for | |
| Post-Tensioning Anchorages and Couplers | |
| of Prestressed Concrete,” Apr. 2011, | |
| editorially | |
| ACI Committee 435, 1978, “Proposed | |
| Revisions by Committee 435 to ACI | |
| Building Code and Commentary Provisions | |
| on Deflections,” ACI Journal Proceedings, | |
| V. 75, No. 6, June, pp. 229-238. | |
| ACI Committee 435 Subcommittee 1, | |
| 1968, “Allowable Deflections (ACI 435.3R- | |
| 68),” ACI Journal Proceedings, V. 65, No. 6, | |
| June, pp. 433-444. | |
| ACI Committee 435 Subcommittee 5, | |
| 1963, “Deflections of Prestressed Concrete | |
| Members (ACI 435.1R-63),” ACI Journal | |
| Proceedings, V. 60, No. 12, Dec., pp. 1697- | |
| 1728. | |
| Adebar, P.; Kuchma, D.; and Collins, M. | |
| P., 1990, “Strutand-Tie Models for the | |
| Design of Pile Caps: An Experimental | |
| Study,” ACI Structural Journal, V. 87, No. 1, | |
| Jan.- Feb., pp. 81-92. | |
| Anderson, A. R., 1978, “Shear Strength of | |
| Hollow Core Members,” Technical Bulletin | |
| 78-81, Concrete Technology Associates, | |
| Tacoma, WA, Apr., 33 pp. | |
| Anderson, N. S., and Meinheit, D. F., | |
| 2005, “Pryout Capacity of Cast-In Headed | |
| Stud Anchors,” PCI Journal, V. 50, No. 2, | |
| Mar.-Apr., pp. 90-112. | |
| Anderson, N. S., and Meinheit, D. F., | |
| 2007, “A Review of Headed Stud Design | |
| Criteria,” PCI Journal, V. 52, No. 1, Jan.- | |
| Feb., pp. 82-100. | |
| Anderson, N. S., and Ramirez, J. A., | |
| 1989, “Detailing of Stirrup Reinforcement,” | |
| ACI Structural Journal, V. 86, No.5, Sept.- | |
| Oct., pp. 507-515. | |
| Barney, G. B.; Shiu, K. N.; Rabbat, B. G.; | |
| Fiorato, A. E.; Russell, H. G.; and Corley, | |
| W. G., 1980, “Behavior of Coupling Beams | |
| under Load Reversals (RD068.01B),” | |
| Portland Cement Association, Skokie, IL. | |
| “Hak cipta Badan Standardisasi Nasional, | |
| copy standar ini dibuat untuk | |
| Sub KT 91-01-S4 Bahan, | |
| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
| SNI 2847:2019 | |
| © BSN 2019 677 dari 695 | |
| Angelakos, D.; Bentz, E. C.; and Collins, | |
| M. D., 2001, “Effect of Concrete Strength | |
| and Minimum Stirrups on Shear Strength of | |
| Large Members,” ACI Structural Journal, V. | |
| 98, No. 3, May-June, pp. 290-300. | |
| ASCE Joint Committee, 1940, | |
| “Recommended Practice and Standard | |
| Specification for Concrete and Reinforced | |
| Concrete,” Proceedings, ASCE, V. 66, No. | |
| 6, Part 2, June, 81 pp. | |
| Asmus, J., 1999, “Verhalten von | |
| Befestigungen bei der Versagensart | |
| Spalten des Betons (Behavior of | |
| Fastenings with the Failure Mode Splitting | |
| of Concrete),” dissertation, Universität | |
| Stuttgart, Stuttgart, Germany. | |
| Athey, J. W., ed., 1982, “Test Report on | |
| Slender Walls,” Southern California | |
| Chapter of the American Concrete Institute | |
| and Structural Engineers Association of | |
| Southern California, Los Angeles, CA, 129 | |
| pp. | |
| Azizinamini, A.; Chisala, M.; and Ghosh, | |
| S. K., 1995, “Tension Development Length | |
| of Reinforcing Bars Embedded in High- | |
| Strength Concrete,” Engineering | |
| Structures, V. 17, No. 7, pp. 512-522. doi: | |
| 10.1016/0141-0296(95)00096-P | |
| Azizinamini, A.; Pavel, R.; Hatfield, E.; | |
| and Ghosh, S. K., 1999a, “Behavior of | |
| Spliced Reinforcing Bars Embedded in | |
| High-Strength Concrete,” ACI Structural | |
| Journal, V. 96, No. 5, Sept.-Oct., pp. 826- | |
| 835. | |
| Azizinamini, A.; Darwin, D.; Eligehausen, | |
| R.; Pavel, R.; and Ghosh, S. K., 1999b, | |
| “Proposed Modifications to ACI 318-95 | |
| Development and Splice Provisions for | |
| High Strength Concrete,” ACI Structural | |
| Journal, V. 96, No. 6, Nov.-Dec., pp. 922- | |
| 926. | |
| Barda, F.; Hanson, J. M.; and Corley, W. | |
| G., 1977, “Shear Strength of Low-Rise | |
| Walls with Boundary Elements,” Reinforced | |
| Concrete Structures in Seismic Zones, SP- | |
| 53, American Concrete Institute, | |
| Farmington Hills, MI, pp. 149-202. | |
| Barney, G. B.; Corley, W. G.; Hanson, J. | |
| M.; and Parmelee, R. A., 1977, “Behavior | |
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| copy standar ini dibuat untuk | |
| Sub KT 91-01-S4 Bahan, | |
| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
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| copy standar ini dibuat untuk | |
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| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
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| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
| SNI 2847:2019 | |
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| tidak untuk dikomersialkan” | |
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| copy standar ini dibuat untuk | |
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| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
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| copy standar ini dibuat untuk | |
| Sub KT 91-01-S4 Bahan, | |
| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
| SNI 2847:2019 | |
| © BSN 2019 683 dari 695 | |
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| copy standar ini dibuat untuk | |
| Sub KT 91-01-S4 Bahan, | |
| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
| SNI 2847:2019 | |
| © BSN 2019 684 dari 695 | |
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| copy standar ini dibuat untuk | |
| Sub KT 91-01-S4 Bahan, | |
| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
| SNI 2847:2019 | |
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| copy standar ini dibuat untuk | |
| Sub KT 91-01-S4 Bahan, | |
| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
| SNI 2847:2019 | |
| © BSN 2019 686 dari 695 | |
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| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
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| tidak untuk dikomersialkan” | |
| SNI 2847:2019 | |
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| copy standar ini dibuat untuk | |
| Sub KT 91-01-S4 Bahan, | |
| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
| SNI 2847:2019 | |
| © BSN 2019 691 dari 695 | |
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| “Hak cipta Badan Standardisasi Nasional, | |
| copy standar ini dibuat untuk | |
| Sub KT 91-01-S4 Bahan, | |
| Sain, Struktur & Konstruksi Bangunan, dan | |
| tidak untuk dikomersialkan” | |
| SNI 2847:2019 | |
| © BSN 2019 693 dari 695 | |
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