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- W2566443800 abstract "Many unreinforced adobe or mud-brick structures have in the past suffered severe damage from seismic forces and have caused a vast number of deaths. However, some adobe buildings located in seismic regions have performed well under several seismic events. Most of these traditional buildings are symmetrical in shape which has significant bearing on the performance of the buildings during strong earthquakes. Most existing and typical circular adobe houses have performed well in withstanding earthquakes even though some did not have any additional ductile reinforcement. This paper presents the first series of tests conducted to study the performance of unreinforced circular adobe buildings subjected to earthquake forces. Nine small-scale models (1:3 scale) of adobe structures were built with a variety of configurations and roof loads. Static tilt tests were carried out to evaluate the seismic performance of this type of structure. The adobe house models were subjected to a constant acceleration when tilted on a tilt-up table. The lateral component of model weight was used as a parameter to quantify the maximum seismic force for each model. The results were then used to develop a methodology for designing circular adobe buildings to resist earthquakes in specific seismic zones and for specific site conditions." @default.
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- W2566443800 date "2010-01-01" @default.
- W2566443800 modified "2023-09-27" @default.
- W2566443800 title "A Study into the Earthquake Resistance of Circular Adobe Buildings using Static Tilt Tests" @default.
- W2566443800 hasPublicationYear "2010" @default.
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