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The problem of seismic structural design reduces ultimately to estimating the response of the structure to an assumed forced motion imposed on the ground.
Finally, the response of the structure under entire sloshing impact time history is rapidly calculated by synthesizing the structural response under wavelet basis function.
The response of the structure affects the motion of supporting soil and the movement of supporting soil influences the structural behaviour.
It is observed that the response of the structure decreases with the increase in mass ratio.
The response of the structure on the presence of hydrogen was monitored.
Adjusting this parameter, one can control the response of the structure, such as maximum displacement.
This slip and separation causes change in the response of the structure.
The response of the structure can be linear or nonlinear, and can also include contact effects.
The Duhamel integral method has been used to determine the response of the structure.
The efficiency of TMFD is investigated by comparing the response of the structure without TMFD (also known as uncontrolled system) to the response of the structure with TMFD (also known as controlled system).
The response of the structure on 0.1% H2 in N2 mixture can be seen in Figure 3.
More suggestions(16)
the reactions of the structure
the responses of the structure
the response of the structures
the top of the structure
the rest of the structure
the fault of the structure
the application of the structure
the response of the information
the visualisation of the structure
the viability of the structure
the discoverer of the structure
the response of the response
the base of the structure
the geometry of the structure
the rigor of the structure
the response of the press
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