Disain optimum pondasi dengan kombinasi metoda elemen hingga dan teknik optimisasi akibat bebab statis dan gempa
Abstract: In structure design,
it is necessary to apply an economist and efficient design. Optimization
techniques can be used for such purposes. The objective of this optimization is
to optimize the objective function without neglecting boundary problem. Finite
Element Method (Finite Element Method) is used in determining the response to
various loading conditions. The combination of these two methods has been
widely used in designing structures with static loading. By using the
optimization module, the problem can be solved to obtain a new variable design
of the system. If the design variables are included in the boundaries of design
criteria, the optimization process is terminated. Conversely, if the value of
the results of the analysis and optimization of the value of the module does
not match, then the optimization process should be continued until the boundary
conditions obtained meet the design criteria. From the results of optimization
that has been done, the design meets the design criteria with variable boundary
conditions. So it can be concluded that in designing the foundation due to
static and seismic loads more efficiently change the thickness of the
foundation plate of the changing width of the foundation.
Penulis: Merly Misriani
Kode Jurnal: jptsipildd140725
