Semi-explicit Unconditionally Stable Time Integration method based on Generalized-α technique

In structural dynamic analysis, various time integration techniques have been proposed. Generally, these algorithms discretize the time domain into a finite number of intervals and approximate the displacements, velocities, and accelerations via mathematical expressions at each time increment. Based...

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Bibliographic Details
Main Authors: A.H namadchi, J. Alamatian, H. Mohammadelahi Arehkamar
Format: Article
Language:fas
Published: Sharif University of Technology 2022-02-01
Series:مهندسی عمران شریف
Subjects:
Online Access:https://sjce.journals.sharif.edu/article_22510_8a2bf63eb5f7f9e6d8aabaaac8ee28a2.pdf