Abstract
This paper presents a procedure for the identification of imperfections of structural parameters based on displacement measurements by static tests. The proposed procedure is based on the well-known Hu-Washizu variational principle, suitably modified to account for the response measurements, which is able to provide closed-form solutions to some inverse problems for the identification of structural parameter imperfections in beams.
Lingua originale | English |
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pagine (da-a) | 1259-1281 |
Numero di pagine | 21 |
Rivista | International Journal for Numerical Methods in Engineering |
Volume | 75 |
Stato di pubblicazione | Published - 2008 |
All Science Journal Classification (ASJC) codes
- ???subjectarea.asjc.2600.2612???
- ???subjectarea.asjc.2200.2200???
- ???subjectarea.asjc.2600.2604???