1 - 6 of 6 articles
The lateral stiffness of bridge foundations has a major effect on its response to lateral loads. Response values such as maximum moments, maximum displacements, and plastic hinge location below ground need to be accurately predicted for a safe and sound design. Many approaches have been used to...
This paper presents the development of two weigh-in-motion (WIM) systems in West Virginia to provide site-specific traffic data that can be employed for bridge design and evaluation. The paper discusses the traffic spectra measured in both sites to evaluate the design of live load trucks and...
In this paper, the analytical method of analysing the dynamic response of a protective wall subjected to the blast loadings is presented. Based on the deformation observations and analyses, the wall is treated as a shear–flexural plate, wherein the deformations in two orthogonal directions are...
Structural health monitoring (SHM) is becoming increasingly popular with bridge owners and administrators for bridge evaluation and management. At the same time, bridge security is also emerging as an important consideration for all infrastructure owners. But the role of SHM for bridge security...
The use of latex modified concrete deck overlay systems has become a common practice not only for repairing old bridge overlays but also as a wearing and protective surface of many new bridges in the USA. However, cracks due to diverse reasons have often been observed in old and new bridges, so...
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Sign Up Log In
To subscribe to email alerts, please log in first, or sign up for a DeepDyve account if you don’t already have one.
To get new article updates from a journal on your personalized homepage, please log in first, or sign up for a DeepDyve account if you don’t already have one.