Application of Load and Resistance Factor Design LRFD bridge design specifications to high-strenght structural concrete : shear provisions.

Author(s)
Hawkins, N.M. & Kuchma, D.A.
Year
Abstract

This report examines research performed to extend the applicability of shear design provisions for reinforced and prestressed concrete structures in the AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications to concrete compressive strengths greater than 10 ksi. The report details the research performed and includes recommended revisions to the specifications. Report appendices and a data-viewing program are available for download as an ISO image. (Author/publisher) This report may be accessed by Internet users at http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_rpt_579.pdf

Publication

Library number
20071864 ST S [electronic version only]
Source

Washington, D.C., Transportation Research Board TRB, 2007, 179 p., 39 ref.; National Cooperative Highway Research Program NCHRP Report 579 / Project 12-56 - ISSN 0077-5614 / ISBN 978-0-309-09886-1

Publication (link)

Our collection

This publication is one of our other publications, and part of our extensive collection of road safety literature, that also includes the SWOV publications.