文件名称:collocation_Newmark_wilson
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This m.file is intended to perform the numerical integration of a structural system subjected to an external dynamic excitation.
The integration scheme utilized for this analysis is the newmark-wilson alpha-beta-theta method(collocation method).
the collocation method is an implicit time steping scheme so stability of the system need not be considered.
The integration scheme utilized for this analysis is the newmark-wilson alpha-beta-theta method(collocation method).
the collocation method is an implicit time steping scheme so stability of the system need not be considered.
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collocation_Newmark_wilson.m