Improving the out-of-plane flexural behaviour of the FRP strengthened masonry walls
Unreinforced masonry (URM) structures have a low resistance against lateral loading and are vulnerable to earthquake and wind effects due to their low flexural capacity and relatively brittle mode of failure. Strengthening of the masonry walls against lateral loading usually aims for increasing thei...
Main Author: | |
---|---|
Published: |
Kingston University
2011
|
Subjects: | |
Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.555094 |