Please use this identifier to cite or link to this item: https://lib.hpu.edu.vn/handle/123456789/22870
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dc.contributor.authorShahrooz, Bahram M.en_US
dc.date.accessioned2016-08-16T07:05:56Z
dc.date.available2016-08-16T07:05:56Z
dc.date.issued2011en_US
dc.identifier.isbn978-1-62198-248-7en_US
dc.identifier.isbn978-0-309-15541-0en_US
dc.identifier.otherHPU2160532en_US
dc.identifier.urihttps://lib.hpu.edu.vn/handle/123456789/22870-
dc.description.abstractThis report provides an evaluation of existing "AASHTO 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 material in this report will be of immediate interest to bridge engineers.en_US
dc.format.extent77 p.en_US
dc.format.mimetypeapplication/pdf-
dc.language.isoenen_US
dc.publisherTransportation Research Boarden_US
dc.relation.ispartofseriesNCHRP Report 679en_US
dc.subjectConcrete structuresen_US
dc.subjectBridge designen_US
dc.subjectSteelen_US
dc.titleDesign of Concrete Structures Using High-Strength Steel Reinforcementen_US
dc.typeBooken_US
dc.size2.00 MBen_US
dc.departmentEnglish resourcesen_US
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