This study introduces several configurations of ferrocement walls tested under severe cy-clic load conditions, in order to assess their seismic features to be used in the construction of dwelling houses. The ferrocement walls have been built in a sandwich-type configura-tion composed of layers of hexagonal wire mesh, welded wire mesh and reinforcing bars, along with a wooden-cement core. A total of eight full-scale walls were tested under severe cyclic loading conditions; from those results the capacity of the system was evaluated in terms of shear strength, ductility, energy dissipation, damping and crack patterns. The re-search evidences that these novel configurations of ferrocement walls have a great potential of being applied as a low-cost construction system on earthquake prone regions due to the high energy dissipation, stiffness and low strength degradation properties, presented at large displacement rates.
Strength assessment of sandwich-type ferrocement structural walls under cyclic loading
Bryan Chalarca;
2015-01-01
Abstract
This study introduces several configurations of ferrocement walls tested under severe cy-clic load conditions, in order to assess their seismic features to be used in the construction of dwelling houses. The ferrocement walls have been built in a sandwich-type configura-tion composed of layers of hexagonal wire mesh, welded wire mesh and reinforcing bars, along with a wooden-cement core. A total of eight full-scale walls were tested under severe cyclic loading conditions; from those results the capacity of the system was evaluated in terms of shear strength, ductility, energy dissipation, damping and crack patterns. The re-search evidences that these novel configurations of ferrocement walls have a great potential of being applied as a low-cost construction system on earthquake prone regions due to the high energy dissipation, stiffness and low strength degradation properties, presented at large displacement rates.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.