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A finite deformation method for discrete modeling: particle rotation and parameter calibration

โœ Scribed by Yucang Wang; Fernando Alonso-Marroquin

Publisher
Springer
Year
2009
Tongue
English
Weight
976 KB
Volume
11
Category
Article
ISSN
1434-5021

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A two-stage eigensensitivity-based finite element (FE) model updating procedure is developed for structural parameter identification and damage detection for the IASC-ASCE structural health monitoring benchmark steel structure on the basis of ambient vibration measurements. In the first stage, both