FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W202244757> ?p ?o ?g. }

• W202244757 abstract "A novel system identification (SI)-based structural health assessment (SHA) procedure has been developed integrating several theoretical and implementation aspects. The procedure assesses health of structures using limited noise-contaminated dynamic responses and without using input excitation information. Since most practical structures are three dimensional (3D), the procedure has been developed for general 3D structures, represented by finite elements (FEs). The procedure identifies defects by tracking the changes in the stiffness of the elements in the FE representation. Once a defective element is identified, defect spot can be identified accurately within the defective element. The procedure is denoted as 3D Generalized Iterative Least-Squares Extended Kalman Filter with Unknown Input (3D GILS-EKF-UI) and implemented in two stages. In Stage 1, based on the available responses, substructure(s) are selected and the 3D GILS-UI procedure is used to generate the unknown input excitation, stiffness parameters of the elements in the substructure, and two Rayleigh damping coefficients. Using information from Stage 1, stiffness parameters for the whole structure are identified using EKF with Weighted Global Iteration (EKF-WGI) in Stage 2. The procedure accurately identified defect-free and defective states of various 3D structures using only analytically generated limited responses. To increase the robustness, 3D GILS-EKF-UI has been extended to develop an integrated structural health assessment strategy, denoted as Iterative Least-Squares Extended Kalman Filter with Unknown Input and Advanced Digital Integration Technique (ILS-EKF-UI-ADIT). The procedure has been implemented in three stages. In Stage 1, an advanced digital integration technique (ADIT) is implemented for post-processing of noise-contaminated acceleration time-histories, addressing all major challenges of digital integration. It also overcomes non-convergence issue in Stage 2 that arises due to phase-shift and amplitude errors. In Stage 2, substructure(s) are identified using the least-squares procedure. In Stage 3, stiffness parameters for the whole structure are identified using the EKF-WGI procedure. ILS-EKF-UI-ADIT has been verified in presence of relatively large noise in the acceleration time-histories, measured at small part(s) of defect-free and defective structures, without using excitation information. The SHA procedure is robust and has the potential to be applied for the health assessment, maintenance, retrofitting, and life extension of existing structural systems." @default.
• W202244757 created "2016-06-24" @default.
• W202244757 creator A5068336326 @default.
• W202244757 date "2012-01-01" @default.
• W202244757 modified "2023-09-27" @default.
• W202244757 title "Health assessment of three dimensional large structural systems using limited uncertain dynamic response information" @default.
• W202244757 cites W1967264300 @default.
• W202244757 cites W1969076160 @default.
• W202244757 cites W1969407632 @default.
• W202244757 cites W1975640173 @default.
• W202244757 cites W1977804166 @default.
• W202244757 cites W1985596506 @default.
• W202244757 cites W1991970564 @default.
• W202244757 cites W1992534899 @default.
• W202244757 cites W1995958566 @default.
• W202244757 cites W2007221293 @default.
• W202244757 cites W2010077420 @default.
• W202244757 cites W2010312786 @default.
• W202244757 cites W2014029345 @default.
• W202244757 cites W2019067255 @default.
• W202244757 cites W2020331823 @default.
• W202244757 cites W2023395040 @default.
• W202244757 cites W2027456229 @default.
• W202244757 cites W2027976741 @default.
• W202244757 cites W2030528567 @default.
• W202244757 cites W2035350893 @default.
• W202244757 cites W2035854088 @default.
• W202244757 cites W2038582762 @default.
• W202244757 cites W2038796583 @default.
• W202244757 cites W2042854111 @default.
• W202244757 cites W2045381619 @default.
• W202244757 cites W2047830821 @default.
• W202244757 cites W2048953145 @default.
• W202244757 cites W2059056113 @default.
• W202244757 cites W2069577621 @default.
• W202244757 cites W2071290813 @default.
• W202244757 cites W2072944772 @default.
• W202244757 cites W2077611006 @default.
• W202244757 cites W2089113363 @default.
• W202244757 cites W2098613108 @default.
• W202244757 cites W2100722180 @default.
• W202244757 cites W2101659700 @default.
• W202244757 cites W2111099383 @default.
• W202244757 cites W2111755066 @default.
• W202244757 cites W2122743018 @default.
• W202244757 cites W2123487311 @default.
• W202244757 cites W2128457724 @default.
• W202244757 cites W2130175225 @default.
• W202244757 cites W2131637550 @default.
• W202244757 cites W2132783699 @default.
• W202244757 cites W2145938889 @default.
• W202244757 cites W2152699771 @default.
• W202244757 cites W2158755067 @default.
• W202244757 cites W2162733643 @default.
• W202244757 cites W2164015314 @default.
• W202244757 cites W2166399999 @default.
• W202244757 cites W2167368458 @default.
• W202244757 cites W2222927028 @default.
• W202244757 cites W2329014185 @default.
• W202244757 cites W2408576754 @default.
• W202244757 cites W2498949520 @default.
• W202244757 cites W2500325556 @default.
• W202244757 cites W2503900448 @default.
• W202244757 cites W2599876135 @default.
• W202244757 cites W2610557234 @default.
• W202244757 cites W2625985553 @default.
• W202244757 cites W28470898 @default.
• W202244757 cites W610021739 @default.
• W202244757 cites W640108832 @default.
• W202244757 cites W790160745 @default.
• W202244757 cites W819671020 @default.
• W202244757 cites W1009355474 @default.
• W202244757 cites W1218793495 @default.
• W202244757 cites W3157499810 @default.
• W202244757 cites W618348337 @default.
• W202244757 hasPublicationYear "2012" @default.
• W202244757 type Work @default.
• W202244757 sameAs 202244757 @default.
• W202244757 citedByCount "3" @default.
• W202244757 countsByYear W2022447572015 @default.
• W202244757 crossrefType "journal-article" @default.
• W202244757 hasAuthorship W202244757A5068336326 @default.
• W202244757 hasConcept C104317684 @default.
• W202244757 hasConcept C11413529 @default.
• W202244757 hasConcept C127413603 @default.
• W202244757 hasConcept C154945302 @default.
• W202244757 hasConcept C157286648 @default.
• W202244757 hasConcept C185592680 @default.
• W202244757 hasConcept C206833254 @default.
• W202244757 hasConcept C2775924081 @default.
• W202244757 hasConcept C41008148 @default.
• W202244757 hasConcept C47446073 @default.
• W202244757 hasConcept C55493867 @default.
• W202244757 hasConcept C63479239 @default.
• W202244757 hasConcept C66938386 @default.
• W202244757 hasConcept C99679407 @default.
• W202244757 hasConceptScore W202244757C104317684 @default.
• W202244757 hasConceptScore W202244757C11413529 @default.
• W202244757 hasConceptScore W202244757C127413603 @default.
• W202244757 hasConceptScore W202244757C154945302 @default.

• next