Influence Of Strengthening Techniques On The
Dynamic Response Of Masonry Structures
Author(s)
M.E. Stavroulaki, A.K. Sapounaki, G.E. Stavroulaki &
B. Leftheris
Abstract
Under the action of external loading, usually during a seismic excitation, a
masonry structure enters the range of non-linear material behaviour. The result is
the formation of permanent damage, plastification, cracks and other faults in the
structure. The application of various strengthening techniques leads to composite
structures with different dynamic response from the original. Materials with
different non-linear behaviour must work together in order to form an integral
structure. The influence of the different strengthening techniques on the dynamic
Keywords
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