Shaking table tests on seismic retrofitting of rammed-earth structures
Rammed Earth
Earthquake shaking table
Earthquake resistance
Retrofitting
Seismic loading
DOI:
10.1007/s10518-016-9996-2
Publication Date:
2016-09-02T06:22:12Z
AUTHORS (5)
ABSTRACT
Rammed-earth dwellings are widely used in rural areas worldwide; with poor mechanical properties and weak seismic resistance, these structures are vulnerable to earthquakes. This study presents a method for reinforcing existing rammed-earth buildings by strengthening the walls with externally bonded fibers. Shaking table tests were conducted to study the seismic performance of two rammed-earth model structures—with and without reinforcement. We observed the crack patterns, failure modes, changes in dynamic properties, in-plane deformation, wall response, and roof–wall interaction in the models. The results confirm that the seismic resistance of rammed-earth structures reinforced using the proposed method was substantially improved.
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