Index ~~ Background ~~ Purpose ~~ Hypothesis ~~ Materials ~~ Earthquake Machine ~~ Modifications: Overlapping - Height - Buttresses - Base Isolators - Cross Braces - Roofs ~~  Resistant Buildings ~~ Problems ~~ Further Experimentation ~~ Bibliography

STRUCTURAL MODIFICATIONS:

CROSS BRACING AND STABILITY

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PROCEDURE

A cross brace structure was constructed from plasticine and bamboo skewers. It was in the shape of either a cube or a rectangular prism depending on the building height to be tested. The cross brace structure was placed inside the buildings to be tested to see if it would stabilize the building. Cubic, overlapped  buildings of  three, six and nine layers of blocks were tested. The handles of the earthquake machine were pulled back to the line then let go. When the machine had stopped shaking, the handles were pulled again and again until the building collapsed. Each pull of the machine was timed to last two seconds. Three trials were done. At the end of each trial, the building was rebuilt. The data for each trial was recorded.

 

Rectangular cross braces made of bamboo sticks and plasticine balls

Rectangular cross brace

 

Nine layer overlapped building with bamboo cross braces inside

Nine layer building cross braced

RESULTS

                 CROSS BRACING AND STABILITY              
BUILDING WITH OVERLAPPED BLOCKS
  3 LAYER 6 LAYER 9 LAYER
 

no cross

bracing

cross

bracing

no cross

bracing

 cross

bracing

no cross

bracing

cross

bracing

  4 8 6 8 10 20
  6 6 10 8 12 22
  6 8 8 10 12 16
AVERAGE 5.3 7.3 8 8.7 11.3 19.4
  % improved stability  38   9   72

 

 

CONCLUSION

Cross bracing made a lot of difference in the stability of the three layer building and the nine layer building but not the six layer building. The stability of the nine layer building was increased by almost 75%. Neither the cubic nor the rectangular cross brace fit in the six layer building properly. It wasn't braced well enough and so little improvement was shown.

 

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