دینامیک ساختارها با پارامترهای نامشخص اما محدود با استفاده از تحلیل حساسیت شبه استاتیک

Numerical results demonstrate that the proposed method is more efficient than both the Interval Perturbation Method (IPM) and the classical combinatorial procedure. Furthermore, unlike the IPM, it allows the analysis of large-size structures exhibiting relatively large fluctuations of the uncertain parameters.