Theoretical and experimental study on the shear behaviour of dry joints segmental bridges
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Abstract
This paper presents the research project PB98-0927 supported by the Spanish Ministry of Education and Culture from 1999 to 2002. This project included extensive testing and numerical modelling of the behaviour on combined flexure and shear ultimate limit state of dry joints of segmental concrete bridges.
Published
2004-01-03
How to Cite
, R. S. G. A. B. (2004). Theoretical and experimental study on the shear behaviour of dry joints segmental bridges. Hormigón Y Acero, 55(232). Retrieved from http://37.35.109.41/index.php/ache/article/view/197
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Articles