| dc.description.abstract | The traditional building which use bamboo until now is the drying tobacco
warehouse. In early 2009 some drying tobacco warehouse of PT Plantation
Nusantara X (limited) Kebon Ajong collapsed. This is due to poor connections
between bamboo structure connections. It happens because most of the connection
of bamboo structures using nails. The basic weakness of the nailed bamboo
connections is create a hole in the bamboo, which can create bamboo break. At
this time, for the construction of bamboo, has been widely used in producing
bamboo construction skills are strong in the traditional way, such as bamboo
connections using rope fiber. Construction using a rope fibers can bind more
strongly to the bamboo due to the abrasive properties of bamboo.
Therefore, in this final analysis and testing Bamboo frame With Variation
Of Rope Fibers Convolution By comparing test results with analysis of Rope
Fibers Convolution. The purpose of this study was conducted to determine the
behavior of each test piece of bamboo with a variety bamboo frame of Rope
Fibers Convolution connection to continuous (model 1), crossed and continuous
(model 2) and how continuous continuous and crossed (model 3) to the value of
the maximum load (P max) and the defection. So we can get the variation of
bamboo connection that provide better performance in weight-bearing lateral /
horizontal. In testing bamboo frame used pedestal-free joints.
The results of the test analysis showed that the bamboo frame model 1 has
the smallest deflection compared bamboo frame model 2 and bamboo frame
model 3. This consistent with the analysis of rope fibers convolution that resist
bamboo frame model 1 can be greater than most styles and model 2 (model 3).
While the maximum load, the bamboo frame model 2 has a P max is greater, but
x
the deflections was larger than the bamboo frame bamboo frame model 1 has the
advantage of bamboo defection smaller, while the bamboo bamboo frame model 2
possessed the largest maximum load. | en_US |
