Load and resistance factors for prestressed concrete girder bridges

There has been a considerable progress in the reliability-based code development procedures. The load and resistance factors in the AASHTO bridge design code were determined using the statistical parameters from the 1970's  and early 1980’s. Load and resistance factors were determined by first...

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Bibliographic Details
Main Authors: Andrzej S. Nowak, Olga Iatsko
Format: Article
Published: Lublin University of Technology 2020-09-01
Series:Budownictwo i Architektura
Online Access:https://ph.pollub.pl/index.php/bia/article/view/2120