FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2782399031> ?p ?o ?g. }

• W2782399031 endingPage "349" @default.
• W2782399031 startingPage "337" @default.
• W2782399031 abstract "Historical structures are generally vulnerable to damages under earthquakes over the course of their life and are subject to be retrofitted to preserve the heritage against any possible extreme loads, particularly earthquakes. This process is handled via analysis by taking into account existing condition of the buildings, however, there are few studies focusing on the effectiveness of the applied retrofitting solutions. Therefore, there is a growing need to understand and compare the earthquake behavior of historical structures before and after retrofitting states. This paper aims at investigating the structural behavior of a historical timber/masonry building for conditions both before and after the retrofitting of the building. To enable a comparison for conditions, firstly theoretical finite element models were developed and then experimental operational modal analyses of the historical building were performed. Secondly, the experimental data regarding the dynamic response of the structure was obtained by ambient vibration tests and finite element models were updated. Two final updated models representing before and after the retrofitting states were developed. The final models selections were based on the convergence between the experimental and analytical natural frequencies, and the mode shapes. The updated final models enable to assess the earthquake behavior of the structure for both before and after retrofitting states. Furthermore, updated finite element models of the building for both before and after the retrofitting states were analyzed by a recorded earthquake in Turkey. Dynamic responses of the structure including principal stresses and displacements before and after retrofitting were compared and the impact of retrofitting is evaluated. The results show that the stiffness of the retrofitted structure has increased 3 times compared to its initial condition. The finding of this study will be beneficial to develop FEM models for a wide range of possible future retrofitting solutions." @default.
• W2782399031 created "2018-01-12" @default.
• W2782399031 creator A5055197330 @default.
• W2782399031 date "2018-03-01" @default.
• W2782399031 modified "2023-10-01" @default.
• W2782399031 title "Assessing the impact of retrofitting on structural safety in historical buildings via ambient vibration tests" @default.
• W2782399031 cites W1597608233 @default.
• W2782399031 cites W1900678530 @default.
• W2782399031 cites W1973357806 @default.
• W2782399031 cites W1974403867 @default.
• W2782399031 cites W1978749505 @default.
• W2782399031 cites W1993342319 @default.
• W2782399031 cites W2000499771 @default.
• W2782399031 cites W2002610366 @default.
• W2782399031 cites W2008296460 @default.
• W2782399031 cites W2021980830 @default.
• W2782399031 cites W2025196165 @default.
• W2782399031 cites W2036326644 @default.
• W2782399031 cites W2042232369 @default.
• W2782399031 cites W2052807739 @default.
• W2782399031 cites W2055538660 @default.
• W2782399031 cites W2055897862 @default.
• W2782399031 cites W2062926058 @default.
• W2782399031 cites W2088530548 @default.
• W2782399031 cites W2089877475 @default.
• W2782399031 cites W2090579415 @default.
• W2782399031 cites W2401068734 @default.
• W2782399031 cites W2493315269 @default.
• W2782399031 doi "https://doi.org/10.1016/j.conbuildmat.2017.12.154" @default.
• W2782399031 hasPublicationYear "2018" @default.
• W2782399031 type Work @default.
• W2782399031 sameAs 2782399031 @default.
• W2782399031 citedByCount "19" @default.
• W2782399031 countsByYear W27823990312018 @default.
• W2782399031 countsByYear W27823990312019 @default.
• W2782399031 countsByYear W27823990312020 @default.
• W2782399031 countsByYear W27823990312021 @default.
• W2782399031 countsByYear W27823990312022 @default.
• W2782399031 countsByYear W27823990312023 @default.
• W2782399031 crossrefType "journal-article" @default.
• W2782399031 hasAuthorship W2782399031A5055197330 @default.
• W2782399031 hasConcept C104286136 @default.
• W2782399031 hasConcept C127413603 @default.
• W2782399031 hasConcept C135628077 @default.
• W2782399031 hasConcept C147176958 @default.
• W2782399031 hasConcept C170154142 @default.
• W2782399031 hasConcept C188027245 @default.
• W2782399031 hasConcept C192562407 @default.
• W2782399031 hasConcept C2778368411 @default.
• W2782399031 hasConcept C2994282882 @default.
• W2782399031 hasConcept C41008148 @default.
• W2782399031 hasConcept C535899295 @default.
• W2782399031 hasConcept C66938386 @default.
• W2782399031 hasConcept C71139939 @default.
• W2782399031 hasConceptScore W2782399031C104286136 @default.
• W2782399031 hasConceptScore W2782399031C127413603 @default.
• W2782399031 hasConceptScore W2782399031C135628077 @default.
• W2782399031 hasConceptScore W2782399031C147176958 @default.
• W2782399031 hasConceptScore W2782399031C170154142 @default.
• W2782399031 hasConceptScore W2782399031C188027245 @default.
• W2782399031 hasConceptScore W2782399031C192562407 @default.
• W2782399031 hasConceptScore W2782399031C2778368411 @default.
• W2782399031 hasConceptScore W2782399031C2994282882 @default.
• W2782399031 hasConceptScore W2782399031C41008148 @default.
• W2782399031 hasConceptScore W2782399031C535899295 @default.
• W2782399031 hasConceptScore W2782399031C66938386 @default.
• W2782399031 hasConceptScore W2782399031C71139939 @default.
• W2782399031 hasLocation W27823990311 @default.
• W2782399031 hasOpenAccess W2782399031 @default.
• W2782399031 hasPrimaryLocation W27823990311 @default.
• W2782399031 hasRelatedWork W1900678530 @default.
• W2782399031 hasRelatedWork W2351137432 @default.
• W2782399031 hasRelatedWork W2353032558 @default.
• W2782399031 hasRelatedWork W2354725171 @default.
• W2782399031 hasRelatedWork W2381670429 @default.
• W2782399031 hasRelatedWork W2389515348 @default.
• W2782399031 hasRelatedWork W2393145056 @default.
• W2782399031 hasRelatedWork W2393564171 @default.
• W2782399031 hasRelatedWork W2971837517 @default.
• W2782399031 hasRelatedWork W3107764455 @default.
• W2782399031 hasVolume "164" @default.
• W2782399031 isParatext "false" @default.
• W2782399031 isRetracted "false" @default.
• W2782399031 magId "2782399031" @default.
• W2782399031 workType "article" @default.