Pseudodynamic Tests On Full Scale Masonry Walls
Author(s)
D. Schermer
Abstract
Pseudodynamic tests on full scale masonry
walls
D. Schermer
Department of Concrete Structures, Technical University Munich,
Germany
Abstract
To investigate the performance of unreinforced masonry shear walls under
earthquake loadings some full scale pseudodynamic tests have been carried out
at the Department of Concrete Structures of the Technical University Munich.
Thus simulating the main shear wall in the first floor of a four-story building,
which was supposed to be constructed on medium soil conditions with an
assumed peak ground acceleration up to 1,6 [m/s*]. According to the
corresponding elastic response spectrum an earthquake ground acceleration time-
history was generated artificially and given as input data to the computer
calculating the pseudodynamic algorithm.
The used accelerogram with a duration of 9 seconds characterises regions of
low seismicity where the design seismic action results from short focal distance
earthquakes with low magnitudes. With
Keywords
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