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Design of concrete structures using high-strength steel reinforcement /

TRB's National Cooperative Highway Research Program (NCHRP) Report 679: Design of Concrete Structures Using High-Strength Steel Reinforcement evaluates the existing American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) Bridge Design...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autores Corporativos: National Cooperative Highway Research Program, American Association of State Highway and Transportation Officials, United States. Federal Highway Administration
Otros Autores: Shahrooz, Bahram M.
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Washington, D.C. : Transportation Research Board, National Research Council, 2011.
Colección:Report (National Cooperative Highway Research Program) ; 679.
Temas:
Acceso en línea:Texto completo

MARC

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245 0 0 |a Design of concrete structures using high-strength steel reinforcement /  |c Bahram M. Shahrooz [and others]. 
264 1 |a Washington, D.C. :  |b Transportation Research Board, National Research Council,  |c 2011. 
300 |a 1 online resource (72 pages) :  |b illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
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490 1 |a NCHRP report,  |x 0077-5614 ;  |v 679 
500 |a "Research sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration." 
504 |a Includes bibliographical references (pages 64-67). 
520 3 |a TRB's National Cooperative Highway Research Program (NCHRP) Report 679: Design of Concrete Structures Using High-Strength Steel Reinforcement evaluates the existing American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) Bridge Design Specifications relevant to the use of high-strength reinforcing steel and other grades of reinforcing steel having no discernible yield plateau. The report also includes recommended language to the AASHTO LRFD Bridge Design Specifications that will permit the use of high-strength reinforcing steel with specified yield strengths not greater than 100 ksi. The Appendixes to NCHRP Report 679 were published online. 
588 0 |a Print version record. 
505 0 |a Background -- Research program and findings -- Recommendations, conclusions, and suggested research. 
506 |3 Use copy  |f Restrictions unspecified  |2 star  |5 MiAaHDL 
533 |a Electronic reproduction.  |b [Place of publication not identified] :  |c HathiTrust Digital Library,  |d 2011.  |5 MiAaHDL 
538 |a Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002.  |u http://purl.oclc.org/DLF/benchrepro0212  |5 MiAaHDL 
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590 |a Knovel  |b ACADEMIC - Transportation Engineering 
590 |a Knovel  |b ACADEMIC - Civil Engineering & Construction Materials 
650 0 |a Reinforced concrete construction. 
650 0 |a Structural design. 
650 0 |a Strains and stresses. 
650 6 |a Construction en béton armé. 
650 6 |a Constructions  |x Calcul. 
650 6 |a Contraintes (Mécanique) 
650 7 |a strain.  |2 aat 
650 7 |a stress.  |2 aat 
650 7 |a Reinforced concrete construction.  |2 fast  |0 (OCoLC)fst01093465 
650 7 |a Strains and stresses.  |2 fast  |0 (OCoLC)fst01134288 
650 7 |a Structural design.  |2 fast  |0 (OCoLC)fst01135628 
650 7 |a reinforcement (engineering)  |2 trt 
700 1 |a Shahrooz, Bahram M. 
710 2 |a National Cooperative Highway Research Program. 
710 2 |a American Association of State Highway and Transportation Officials. 
710 1 |a United States.  |b Federal Highway Administration. 
776 0 8 |i Print version:  |w (DLC) 2011921824  |w (OCoLC)717486111 
830 0 |a Report (National Cooperative Highway Research Program) ;  |v 679. 
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