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Dynamic Condensation to the Calculation of Structural Responses and Response Sensitivities
This chapter extends the iterative order reduction method for fast computation of the structural responses and response sensitivities of large-scale structures in the time domain (Weng et al., Mech. Syst. Signal Process. 88:302–317, 2017). A dynamic transformation matrix in relating the responses of the master DOFs to the slave DOFs is derived with a simplified iterative scheme, based on which the response and response sensitivity are calculated from a condensed vibration equation.
Dynamic Condensation to the Calculation of Structural Responses and Response Sensitivities
This chapter extends the iterative order reduction method for fast computation of the structural responses and response sensitivities of large-scale structures in the time domain (Weng et al., Mech. Syst. Signal Process. 88:302–317, 2017). A dynamic transformation matrix in relating the responses of the master DOFs to the slave DOFs is derived with a simplified iterative scheme, based on which the response and response sensitivity are calculated from a condensed vibration equation.
Dynamic Condensation to the Calculation of Structural Responses and Response Sensitivities
eng. Applications of Computational Methods
Weng, Shun (author) / Zhu, Hongping (author) / Xia, Yong (author)
2023-07-04
18 pages
Article/Chapter (Book)
Electronic Resource
English
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