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ID | ESCSI | Title | Author | Publication Name | Type of Publication | Publisher | Dated | Issue/ Volume | Other ID | Page(s) | Reference List | Abstract |
---|---|---|---|---|---|---|---|---|---|---|---|---|
501 | 4220.031 | Fire Report on Pumice Concrete on Steel Deck | Robinson, Harry C. | ESCSI Memo | Paper | ESCSI | 1985 | Dec. 17 | 1 | N | More | |
502 | 4220.032 | PCI Report on Fire Resistance of Architectural Precast Concrete | Gustaferro, Armand H. | PCI Report | Paper | Prestressed Concrete Institute Comm. on Fire | 1974 | April | 1-33 | Y | More | |
503 | 4220.033 | Fire Test of Concrete Slab Reinforced With Epoxy Coated Bars | Lin, T.D.; R.I. Zwiers; S.T. Shirley; and R.G. Burg | ACI Structural Journal | Paper | American Concrete Institute | 1989 | March, April | 156-162 | Y | More | |
504 | 4220.034 | Fire Resistance of Lightweight Concrete | Malhotra, H.L. | ICLC Symposium Proceedings | Article | International Congress on Lightweight Concrete | 1968 | May 27-29 | 1-3 | N | More | |
505 | 4220.035 | Study of Gypsum Plasters Exposed to Fire | Ryan, J.V. | Journal of Research | Paper | National Bureau of Standards | 1962 | June 5 | 373-387 | Y | More | |
506 | 4220.036 | A Review of Studies of the Effect of Restraint on the Fire Resistance of Prestressed Concrete | Carlson, C.C.; S.L. Selvaggio; A.H. Gustaferro | Reprint: Symposium on Fire Resistance of Prestressed Concrete | Paper | Copyright by Bauverlag GmbH, Weisbaden-Berlin | 1965 | June | 32-42 | Y | More | |
507 | 4220.037 | Pilot Structural Slabs, Fire (Seven Fire Tests on LWAC) | Collection | ESCSI | 1964 | December | 22 pages | N | More | |||
508 | 4220.038 | Fire Tests Sponsored by PCI | Not Given | Not Given | Paper | PCI Prestressed Concrete Institute | 1965 | After June 1965 | 1 sheet | N | More | |
509 | 4220.039 | Temperature Criteria at Failure | Gustaferro, A. H. | Special Technical Publication 464 | Paper | American Society for Testing and Materials | 1970 | 68-84 | Y | More | ||
510 | 4220.040 | Test of the Fire Resistance and Thermal Properties of Solid Concrete Slabs and Their Significance | Menzel, Carl A. | Proceedings of the American Society for Testing Materials (sic) | Paper | American Society for Testing Materials (sic) | 1943 | Vol. 43 | 1099 - 1147 + | Y | More | |
511 | 4220.041 | Temperature of the Unexposed Surface of Fire Resistance Test Specimens | Harmathy, T.Z. | Journal of Testing and Evaluation | Article | American Society for Testing and Materials | 1985 | Vol 13, #2 March | 127-131 | Y | More | |
512 | 4220.042 | Fire Tests of Poke-Thru Assemblies | Abrams, M.S. and H.H. Gustaferro | PCA Research and Development Bulletin | Paper | Portland Cement Association | 1971 | 1-22 | Y | More | ||
513 | 4220.043 | Code Provisions for Fire Resistance Ratings for Prestressed Concrete | PCI Committee on Fire Resistance Ratings | Paper | Prestressed Concrete Institute | 1971 | December | 1-9 + append. | N | More | ||
514 | 4220.044 | Concrete Producers’ Fellowship, An Interim Report | Allen, L.W. | Concrete Producers' Fellowship, An Interim Report | Article | National Research Council of Canada | 1969 | March | Progress report in file | 1-14 | N | More |
515 | 4220.045 | Fire Endurance of Floor Slabs Made With “Vac-Lite” Pumice Aggregate Concrete | Gustaferro, Armand H. | Same | Article | The Consulting Engineers Group, Inc. | 1985 | November | 1-3 + fig, app. | N | More | |
516 | 4220.046 | Fire Endurance of Open-Web Steel-Joist Floors With Concrete Slabs and Gypsum Ceilings | Ryan, James V. and Edward W. Bender | Building Materials and Structural Report 141 | Paper | U.S. Department of Commerce, National Bureau of Standards | 1954 | August 23 | 1-17 | Y | More | |
517 | 4220.047 | Notes on Fire Tests of Prestressed Concrete | Not Given | Notes on Fire Tests of Prestressed Concrete | Article | Portland Cement Association | 1961 | August 1 | 37 pages | N | More | |
518 | 4220.048 | Fire Tests of 3 x 3-ft Specimens Made With Pelletized Expanded Slag Aggregate | Abrams, Melvin S. | Fire Tests of 3x3-ft Specimens Made with Pelletized Expanded Slag Aggregate | Article | Construction Technology Laboratories of Portland Cement Association | 1980 | January | 1-17 | Y | More | |
519 | 4220.049 | Report on Fact Finding Investigation of the Unexposed Surface Temperature in Standard ASTM E119 | Not Given | Underwriters Laboratories Inc. File NC633, Project 81NK21801 | Paper | Underwriters Laboratories Inc. | 1983 | May 27 | 1-55 + fig, tab | Y | More | |
520 | 4220.050 | Report on Steel Form Units Used in a Floor and Ceiling Construction [of Lightweight Concrete] | Underwriters' Laboratories File R2689-10, Assignment 66K 3271 | Paper | Underwriters' Laboratories, Inc. | 1967 | June 14 | 1-7 + conclus. | N | More | ||
521 | 4220.051 | Resistance Classification (Fire) | Not Given | Building Materials | Article | Not Given | 1964 | January | 101 to 165 | N | More | |
522 | 4220.052 | Fire Tests of Gunite Slabs and Partitions | Mitchell, Nolan D. | Building Materials and Structures Report 131 | U.S. Dept. of Commerce, National Bureau of Standards | 1952 | May 12 | 1-11 | N | More | ||
523 | 4220.053 | Reports to Basalt Rock Company, Inc. on Fire Protection by Basalite Prestressed Concrete | Troxell, G.E. | Reports to Basalt Rock Company on Fire Protection | Collection | Basalt Rock Company, Inc. | 1957 | August and April 17, 1959 | 1-3 and 1-3 | N | More | |
524 | 4220.054 | Fire Resistance Ratings of Beam, Girder and Truss Protections and Assemblies, Column Protections and Assemblies, Floor-Ceiling Assemblies, Roof-Ceiling, Wall and Partitions | Not Given | Fire Resistance Ratings of Beam, Girder and Truss Protections | Book | American Insurance Association | 1972 | 1-136 plus | Y | More | ||
525 | 4220.055 | Report on Floor or Roof Construction Consisting of Prestressed Concrete Single Tee Slabs | Zimmer, B.A. | File R4123-5-7-8, Assignment 6104804 | Paper | Underwriters' Laboratories, Inc. and Prestressed Concrete Institute | 1962 | February 1 | 1-3 + conclus. | N | More | |
526 | 4220.056 | Fire Resistance Properties of Reinforced Concrete Using Rotary Kiln Expanded Shale Aggregate | Vogel, Bertram M.; William N. Dripps, J.J. Ilgenfritz | Certificate of Approval | Government of the District of Columbia | 1963 | December 18 | 1 | N | More | ||
527 | 4220.057 | Fire Resistance of Post-Tensioned Structures | Gustaferro, Armand H. | Fire Resistance of Post-Tensioned Structures | Article | Prestressed Concrete Institute | 1972 | 1972 or later | 1-21 | Y | More | |
528 | 4220.058 | How To Design Prestressed Concrete For a Specific Fire Endurance | Gustaferro, Armand H. | How to Design Prestressed Concrete for a Specific Fire Endurance | Article | Author | 1974 | Ca 1974 | 1-16 | Y | More | |
529 | 4220.059 | Inland Hi-Bond Steel Floor and Form Unit in a Floor and Ceiling Construction | Not Given | Evaluation Report No. 2439 | Article | International Conference of Building Officials | 1984 | September | 1 + 2 data sh. | N | More | |
530 | 4220.060 | Estimating Fire Resistance of Prestressed Concrete Floors and Beams | Malhotra, H.L. | Estimating Fire Resistance of Prestressed Concrete Floors and Beams | Article | Author | 1968 | November 18 | 1-3 + figures | N | More | |
531 | 4220.061 | Final Report PCI Research Project No. 8 “Collection and Analysis of New Fire Data” | Morgan, B.J. and T.J. Rowe | Final Report PCI Research Proect No. 8 | Book | Construction Technology Laboratories of PCA for Prestressed Concrete Institute | 1986 | July | 1-92 + 7 app. | Y | More | |
532 | 4220.062 | Report on Roof Construction Consisting of Precast-Prestressed Lightweight Aggregate Concrete Double-Stemmed Slabs | Saho, J.H. | File R4123-9, Assignment 62C3380 | Paper | Underwriters' Laboratories, Inc. and Prestressed Concrete Institute | 1963 | April 16 | 1, 2 + test,con | N | More | |
533 | 4220.063 | Fire Test of Prestressed Lightweight Concrete Double-Tee Floor System | Troxell, G.E. | Fire Test of Prestressed Lightweight Concrete Double-Tee Floor System | Paper | University of California, Berkeley and Rockwin Prestressed Concrete Corp. | 1960 | January | 1-16 + tab, fig | N | More | |
534 | 4220.064 | Report on Reinforced Concrete Slab and Beam Construction | Not Given | File R3746, Assignment 61K626 | Paper | Underwriters' Laboratories, Inc. and ESCSI | 1962 | April 30 | 1-3 + tests | N | More | |
535 | 4220.065 | Report on Reinforced Concrete Slab and Beam Construction | Tansley, R.S. | File R3746, Assignment 61K626 | Paper | Underwriters' Laboratories, Inc. and ESCSI | 1962 | April 30 | 1-3 + test, con | N | More | |
536 | 4220.066 | Report on Perlite Concrete in a Roof and Ceiling Construction | Bellman, R.F. | File R3453-4, Assignment 65K3100 | Paper | Underwriters' Laboratories, Inc. and Perlite Institute, Inc. | 1967 | February 23 | 1-5 + test, con | N | More | |
537 | 4220.067 | Report on Floor & Ceiling Assembly With Concrete Over Steel Form Units with Provisions for Electrical Wiring Supported by a Steel Beam & Protected With Perlite Acoustical Plaster | Orals, D.L. | Retardant 3413-11, Retardant 3912, applications 54C5423 and 57C3184 | Paper | Underwriters' Laboratories, Inc. and Granco Steel and F.E. Schundler & Co. | 1958 | February 24 | 1-11 + conclus. | N | More | |
538 | 4220.068 | Report on Floor and Ceiling Construction with Expanded Shale Reinforced Concrete on Steel Floor Units Supported by Vermiculite Plaster Protected Steel Beam | Parks, R.L. | Retardant 3413-9, Application No. 52C5401 | Paper | Underwriters' Laboratories, Inc. and Granco Steel Products Company | 1955 | September 13 | 1-10 | N | More | |
539 | 4220.069 | Report on Fire Test of 4 3/4-in. Reinforced Concrete Slab and Beam Floor | Parks, R.L. | Retardant 3390-15, Application No. 50C4768-P | Paper | Underwriters' Laboratories, Inc. and Portland Cement Association | 1956 | August 29 | 1-7 | N | More | |
540 | 4220.070 | Report on Fire Test of 6-in. Reinforced Concrete Slab and Beam Floor | Parks, R.L. | Retardant 3390-12, Application No. 50C4768-M | Paper | Underwriters' Laboratories, Inc. and Portland Cement Association | 1954 | October 4 | 1-8 | N | More | |
541 | 4220.071 | Report on Fire Test of 4½-in. Reinforced Concrete Slab and Beam Floor | Koskinan, C.J. | Retardant 3390-7, Application No. 50C4768 | Paper | Underwriters' Laboratories, Inc. and Portland Cement Association | 1952 | August 26 | 1-8 | N | More | |
542 | 4220.072 | The Fire Resistance of Concrete as Affected by Aggregates | Thompson, J.P. | Proceedings of Joint Session National Sand and Gravel Association and NRCA | Paper | NSGA & NRCA | 1958 | February 14 | 1-4 | N | More | |
543 | 4220.073 | Safety and Structural Integrity of Parmelee Avenue School After Fires of March 13 and 21, 1965 | Troxell, G.E. | Report to Board of Education, Los Angeles City School District | Paper | G.E. Troxell | 1965 | April 7 | 1-8 + photos | More | ||
544 | 4220.074 | Concrete and Fire; Handbook for Fire Rating of Concrete Buildings and Repair of Fire Damage in Concrete Structures (Partial Translation) | Not Given. Partial Translation by Toby Larsen | Betong och Brand | Book | Svenska Tarifforeningen | 1959 | Chapters 3-8 | 18-94 | N | More | |
545 | 4220.075 | Dallas Fire Tests Expanded Floor Slabs | Not Given | Expanded Shale Concrete Facts | Article | Expanded Shale Institute | 1953 | After 1953 | 2 | N | More | |
546 | 4220.076 | Early History of Fire Endurance Testing in the United States | Shoub, Harry | Preprint for ASTM Committee E-5 | Paper | American Society for Testing and Materials | 1961 | February 1 | 1-10 | Y | More | |
547 | 4220.077 | Report on Floor and Ceiling Assembly Consisting of Prestressed Precast Concrete Double Tree Units With a Wallboard Ceiling | Berhinig, Robert H. | File R1319-131, Assignment 72NK4726 | Paper | Underwriters' Laboratories, Inc. | 1973 | February 21 | 1-4 + tests | N | More | |
548 | 4220.078 | Report on a Floor and Ceiling Assembly with Concrete Over Steel Form Units with Provisions for Electrical Wiring, Supported by a Steel Beam & Protected with Perlite Acoust. Plaster | Orals, D. L. | Title, Plus: Retardant 3983-1 | Paper | Underwriters' Laboratories, Inc. | 1958 | June 12 | 1-12 | N | More | |
549 | 4220.079 | Report on Floor and Ceiling Prefabricated Cellular Block Planks Topped With Concrete | Orals, D. L. | Retardant 3998-1, Application No. 56 C5787 | Paper | Underwriters' Laboratories, Inc. | 1958 | November 4 | 1-9 | N | More | |
550 | 4220.080 | Report on Roof and Ceiling Construction Consisting of Prestressed Pretensioned Concrete Double-Stemmed Units and Various Insulation Materials | Tansley, Roger S. | File R4123-13, Assignment 644337 | Paper | Underwriters' Laboratories, Inc. | 1966 | June 8 | G1, T1, T2, C1 | N | More | |
551 | 4220.081 | Report on Floor and Ceiling Assemblies Consisting of Prestressed Concrete Hollow-Core Flat Slabs | Tansley, R. S. | File R4429-2, 3, Assignment 63K857A, Assignment 63K3748A | Paper | Underwriters' Laboratories, Inc. | 1965 | March 17 | G1,1-3,T1-1,C1 | N | More | |
552 | 4220.082 | Fire Resistance of Ribbed Concrete and Composite Slabs | Lawson, R.M. | Concrete | Journal | Construction Industry Research and Information Association | 1987 | May, Vol. 21, No. 5 | 18-20 | Y | More | |
553 | 4220.083 | Fire Resistance of Lightweight Aggregate Concrete | Jensen, Jens Jacob; T.A. Hammer; Erlend Opheim; Per A. Hansen | International Symposium on Structural Lightweight Aggregate Concrete, 1995 Proceedings | Paper | Norwegian Concrete Association | 1995 | June 20-24, 1995 | 192-203 | Y | More | |
554 | 4220.084 | Performance of Lightweight Concrete Panels Subjected to Fire | Jau, Wen-Chen; Guo-Guei Wu - Editors: I. Holand, T.A. Hammer, F. Fluge | International Symposium on Structural Lightweight Aggregate Concrete, 1995 Proceedings | Paper | Norwegian Concrete Association | 1995 | June 20-24, 1995 | 180-191 | Y | More | |
555 | 4220.085 | Moisture and Heat Flow in Concrete Walls Exposed to Fire | Selih, J.; A.C.M. Sousa and T.W. Bremner | Journal of Engineering Mechanics | Paper | American Society of Civil Engineers | 1994 | October, No. 10, Vol. 120 | 2028-2043 | Y | More | |
556 | 4240.001 | Air Content and Unit Weight – Hardened Concrete | Helms, S.B. | ASTM Special Technical Publication No. 169-A | Journal | American Society for Testing and Materials | 1966 | 309-325 | Y | More | ||
557 | 4240.002 | Tentative Method of Test for Unit Weight of Structural Lightweight Concrete ASTM Designation: C567 – T | Committee | 1964 Book of ASTM Standards, Part 10 | Paper | ASTM | 1964 | 11-14 | N | More | ||
558 | 4245.001 | Ultra-Lightweight Structural Concrete Floors | Not Given | Ohio Concrete | Article | Ohio Ready Mixed Concrete Association | 1995 | December, No. 3, Vol. 14 | 6 | N | More | |
559 | 4245.002 | Ultra-Lightweight Concrete for the Industrialized Construction of Prefabricated Modular Housing | Ghio, Virgilio A. and Guillermo Thenoux | Proceedings of Fall Convention of American Concrete Institute (1995) | Paper | American Concrete Institute | 1995 | November 5-10 | 1-11 | Y | More | |
560 | 4250.001 | Study of Concrete With Expanded Clay Aggregate (LECA) | Shirayama, K. | Report of Second Division | Paper | Building Research Institute | 1960 | March | 1-33 | Y | More | |
561 | 4250.002 | Strength Losses in Heat Cured Concrete | Alexanderson, Johan | Proceedings NR 43 | Paper | Swedish Cement and Concrete Research Inst. at Royal Inst. of Tech., Stockholm | 1972 | 1-135 | Y | More | ||
562 | 4250.003 | Basic Assumptions and Methods for the Stability Check of Lightweight Concrete Compression Members | Molzahn, Roland | Deutsch Ausschuss Stahlbeton | Journal | Technische University Braunschweig, West Germany | 1986 | No. 375 | 5-26 | Y | More | |
563 | 4250.004 | Experimental Study of Concrete Strength Under Sustained Stress | Foure, Bernard | Ann. Institute Tech. Batim Trav. Publics | Journal | Unite Essais et Etudes des Structures | 1985 | June, Vol. 38, No. 435 | 1-23 | Y | More | |
564 | 4251.001 | Design Loads for Inserts Embedded in Concrete | Reichard, T.W.; E.F. Carpenter; and E.V. Legendecker | Building Science Series 42 | Paper | U.S. Dept. of Commerce, National Bureau of Standards | 1972 | May | 1-23 | Y | More | |
565 | 4251.002 | Bond Requirements for Reinforced Concrete | Gedizloglu, A. Turgay | A Thesis | Paper | University of Missouri - Columbia | 1970 | January | ii-78 | Y | More | |
566 | 4251.003 | Bond of Reinforcement in Lightweight Aggregate Concrete | Baldwin, J.W. | Paper | University of Missouri, Columbia | 1965 | March | 1-11 | N | More | ||
567 | 4251.004 | Mechanics of Bond and Slip of Deformed Bars in Concrete | Lutz, Leroy A. & P. Gergely | Paper | Department of Structural Engineering, Cornell University | 1967 | February | 1-30 | Y | More | ||
568 | 4251.005 | Splice Requirements for Deformed Wire Fabric in One-Way Slabs | Lloyd, John P. & C.E. Kesler | Report - Dept. of Theoretical & Applied Mechanics, #306 | Paper | University of Illinois | 1967 | December | 1-41 | Y | More | |
569 | 4251.006 | Development-Length Bond Stress and Limit State Design | Roberts, N.P. | Concrete | Article | 1968 | September | 364-372 | Y | More | ||
570 | 4251.007 | Anchorage of Deformed Bars in Lightweight Concrete. Influence of Concrete Cover and Spacing of Stirrups | Losberg, A. and P. Olsson | International Journal of Cement Composites and Lightweight Concrete | Article | Construction Press | 1983 | Vol. 5, #2 - May | 115-120 | Y | More | |
571 | 4251.008 | Effect of Lightweight and Expansive Cement Concrete on Bond Behavior | Bharte, S.M.; W.J. Wilhelm; E.L. Kemp | Final Research Report | Paper | Dept. of Civil Engineering, West Virginia University | 1972 | December | 1-77 | Y | More | |
572 | 4251.009 | Push Out Tests of Concrete and Steel | Rankin and Rasmussen | Pittsburgh Testing Laboratory Report No. 670350 | Paper | Pittsburgh Testing Laboratory | 1968 | January 18 | 1-6 + fig,graph | N | More | |
573 | 4251.010 | Effect of Several Lightweight Aggregates on Bond Behavior of Reinforced Concrete | Wu, Roger | Paper | West Virginia University | 1977 | August | ii - 137 | Y | More | ||
574 | 4251.011 | Bond Test Data (Collection) | Various Sources | 1965 | 1965 - 1968 | N | More | |||||
575 | 4251.012 | Effect of Lightweight and Expansive Cement Concrete on Bond Behavior | Bhate, S.M.; W.J. Wilhelm, E.L. Kemp | Final Research Report | West Virginia University | 1972 | 1-78 | Y | More | |||
576 | 4251.013 | Design Loads for Inserts Embedded in Concrete | Reichard, T.W.; E.F. Carpenter; E.V. Leyendecker | Building Science Series 47 | Paper | U.S. Dept. of Commerce, National Bureau of Standards | 1972 | May | 1-28 | Y | More | |
577 | 4251.014 | Effect of Reinforcing Bar Size and Stirrups on Bond Behavior for Lightweight Aggregate Concrete | Civil Engineering Studies Report #2023 | West Virginia University | 1974 | 1-77 | Y | More | ||||
578 | 4251.015 | West Virginia University Stub Cantilever Bond Tests | Wilhelm, W.J. and E.L. Kemp | Preliminary Report | West Virginia University, Department of Civil Engineering | 1971 | November | 1-26 | N | More | ||
579 | 4251.016 | Bond Strength of Epoxy-Coated Reinforcing Bars | Treece, Robert A. and J.O. Jirsa | Research Report/Project #87-1 | University of Texas - Austin | 1987 | January | 1-87 | Y | More | ||
580 | 4251.017 | Comparative Bond Efficiency of Deformed Concrete Reinforcing Bars | Clark, Arthur P. | Journal of Research (of the National Bureau of Standards) | Paper | U.S. National Bureau of Standards | 1946 | December | NB Stand. Paper #RP1755 | 399-407 | N | More |
581 | 4251.018 | Analysis of Stresses in Concrete Near a Reinforcing Bar Due to Bond and Transverse Cracking | Lutz, Leroy A. | Paper | 1968 | May | 1-29 | Y | More | |||
582 | 4251.019 | Information on the Bond of Deformed Bars From Special Pull-Out Tests | Lutz, Leroy | Paper | 1968 | May | 1-34 | Y | More | |||
583 | 4251.020 | Investigation of the Parameters Influencing Bond Behavior – Establishing a Design Criteria | Kemp, E.L. and W.J. Wilhelm | Research Proposal #71024 | Paper | University of West Virginia | 1971 | 1-30 | Y | More | ||
584 | 4251.021 | An Investigation of the Parameters Influencing Bond Behavior With Special References to Splitting | Wilhelm, W.J. and E.L. Kemp | Paper | American Concrete Institute | 1971 | March | Presented at ACI Ann. Co | 1-11 | Y | More | |
585 | 4251.022 | Bond of Lightweight Aggregate Concrete to Deformed Reinforcing Bars | Okamura, Hajime and Masayasu Takahashi | Article | 1972 | N | More | |||||
586 | 4251.023 | Trial of a Proposed New Bond Test | Wiss, Janney & Associates | Paper | Wiss, Janney & Associates | 1970 | October | 1-28 | N | More | ||
587 | 4251.024 | Opportunities in Bond Research, Title No. 67-52 | ACI Comm. 408; McDermott, John F., Chairman | Journal | American Concrete Institute | 1970 | November | 865-867 | Y | More | ||
588 | 4251.025 | Bond Strength as a Function of Strand Tension and Cement Paste Content For Lightweight Aggregate Concrete | Tulin, L.G. and M.M. Al-Chalabi | Journal | Article | American Concrete Institute | 1969 | October | 840-846 | Y | More | |
589 | 4251.026 | Statistical Methods for In-Place Strength Predictions by the Pull-Out Test | Stone, W.C.; Nicholas J. Carino; Charles P. Reeve | ACI Journal | Article | ACI | 1986 | September, October | 745-755 | Y | More | |
590 | 4251.027 | Effect of Rust and Scale on the Bond Characteristics of Deformed Reinforcing Bars | Kemp, E.K.; F.S. Brezny; J.A. Unterspan | Article | American Iron and Steel Institute | 1968 | September | Reprinted--Journal of ACI | 743-756 | Y | More | |
591 | 4251.028 | Bond Fracture and Crack Propagation in High Strength Concrete | Taerwe, Luc R. | Utilization of High Strength Concrete Proceedings | Paper | (European) High-Strength Concrete 1993 Symposium | 1993 | June 20-24 | 1239-1246 | Y | More | |
592 | 4251.029 | Bond and Tensile Capacity of Lightweight Aggregate | Nichols, Gisela W. and W.B. Ledbetter | Journal | Article | American Concrete Institute | 1970 | December | 959-962 | Y | More | |
593 | 4251.030 | Bond Tests for Ingvar Schousboe | Kesler, Clyde E. | Bond Tests for Ingvar Schousboe | Article | Author | 1973 | August 6 | 1-3 + 2 figures | N | More | |
594 | 4251.031 | Bond Behavior of Reinforcement Subject to Sustained Loading in Normal and Lightweight Concrete | Janovic, Kassian | Deutsch Ausschuss Stahlbeton | Journal | Technische Universitaet Muenchen, Munich, Germany | 1986 | No. 367 | 5-43 | Y | More | |
595 | 4251.032 | Lap Joints of Welded Mesh Fabric in Lightweight Concrete Structures | Rehm, Gallas; Tewes, Ruediger | Deutsch Ausschuss Stahlbeton | Journal | Universitaet Stuttgart, Germany | 1986 | No. 367 | 65-84 | Y | More | |
596 | 4251.033 | Statistical Methods for In-Plane Strength Predictions by the Pullout Test | Stone, William C.; Carino, Nicholas J.; Reeve, Charles P. | Journal Amer. Concrete Inst. | Journal | 1986 | Sept-Oct., Vol. 83, No. 5 | 745-756 | Y | More | ||
597 | 4251.034 | A Re-evaluation of Test Data on Development Length and Splices | Orangun, C.O.; Jirsa, J.O.; Breen, J.E. | Journal of the American Concrete Institute | Journal | American Concrete Institute | 1977 | March, Vol. 74, No. 3 | 114-122 | More | ||
598 | 4251.035 | Rationale for Suggested Development, Splice, and Standard Hook Provisions for Deformed Bars in Tension | Jirsa, J. O.; Lutz, L.A.; Gergely, P. | Concrete International | Journal | 1979 | July, Vol. 1, No. 7 | 47-61 | More | |||
599 | 4252.001 | Data and Information on Compressive Strength of LWA Concrete | Letters from Gaynor, R.D.; Everet Jumper, Lane W. Wilcox, J. Edwin Rankin | Correspondence | Collection | Authors | 1960 | 1960-1969 | N | More | ||
600 | 4252.002 | Core and Cylinder Strengths of Natural and Lightweight Concrete | Campbell, Richard H. and Robert E. Tobin | Journal of the American Concrete Institute | Article | aAmerican Concrete Institute | 1967 | April 1967/Vol. 64 | 190-195 | Y | More |