HIGHLIGHTS
- who: Shock and collaborators from the School of Civil Engineering, Fuzhou University, Fuzhou, China have published the article: Free-Interface Modal Synthesis Based Substructural Damage Detection Method, in the Journal: (JOURNAL) of 15/07/2014
- how: Since the boundary condition is assumed to be free for substructures ud835udc4e and ud835udc4f the following modal equation can be obtained by simply putting their modal equations together (ud835udc4e) { (ud835udc4f) ud835udc5du0308 ud835udc5dud835udc4fu0308 }+( =( 0 ud835udc47 (ud835udc4e) ud835udc5d ) { } (ud835udc4f) ud835udc5d (ud835udc4e) { ud835udc53ud835udc3d } ) { (ud835udc4f) }.
SUMMARY
This paper attempted to apply free-interface modal synthesis method in civil infrastructure . . .
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