FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4385648040> ?p ?o ?g. }

• W4385648040 endingPage "107524" @default.
• W4385648040 startingPage "107524" @default.
• W4385648040 abstract "This paper aims to introduce a new type of damping infill wall system to alleviate the negative infill-frame interaction of fragile infill walls for reinforced concrete (RC) frames and improve the cyclic behaviors of the entire system. Three tested specimens including specimen BF (a bare RC frame), specimen CWF (an RC frame with ordinary infill walls), and specimen DWF (an RC frame with novel damping infill walls) are designed and fabricated. Quasi-static cyclic tests are conducted to them for exploring and comparing their cyclic behaviors. Experimental results reveal that severe destruction appears upon the conventional infill walls due to the negative infill-frame interaction. In the country, no significant cracks or damage are viewed in the new damping wall panels at the inter-story drift ratio of 4.00%. It confirms that the unfavorable infill-frame interaction under horizontal loadings can be mitigated by the developed damping infill systems effectively. The developed innovative infilled RC frame and the bare RC frame exhibit similar cyclic behaviors, including the hysteretic response, loading capacity deterioration, secant stiffness deterioration, and displacement ductility. Furthermore, by using the advanced infill wall system, the RC frame can dissipate energy more efficiently by over 15.71% and ameliorate the degradation of energy dissipation capacity through the stable damping force from the sliding joints. Additionally, numerical models and specimens show similar cyclic behavior, which testifies to the validity of the pseudo-static experiment and numerical simulation. Parametric results reveal that the influence of developed wall panels made of different strengths of concrete for ameliorating seismic performance of infilled RC frame is very little, whereas the friction factor in the sliding joint is the essential element for enhancing the capacity of infilled RC frames to bear the lateral loadings." @default.
• W4385648040 created "2023-08-09" @default.
• W4385648040 creator A5002263051 @default.
• W4385648040 creator A5011244852 @default.
• W4385648040 creator A5017715606 @default.
• W4385648040 creator A5037331713 @default.
• W4385648040 creator A5046344151 @default.
• W4385648040 creator A5049788479 @default.
• W4385648040 creator A5088699170 @default.
• W4385648040 date "2023-10-01" @default.
• W4385648040 modified "2023-10-14" @default.
• W4385648040 title "Experimental and numerical studies of improving cyclic behavior of infilled reinforced concrete frame by prefabricated wall panels with sliding joints" @default.
• W4385648040 cites W1974913762 @default.
• W4385648040 cites W1977590002 @default.
• W4385648040 cites W2013814353 @default.
• W4385648040 cites W2016369288 @default.
• W4385648040 cites W2017886126 @default.
• W4385648040 cites W2025953832 @default.
• W4385648040 cites W2034559427 @default.
• W4385648040 cites W2038888310 @default.
• W4385648040 cites W2061389024 @default.
• W4385648040 cites W2069403984 @default.
• W4385648040 cites W2073411806 @default.
• W4385648040 cites W2144587302 @default.
• W4385648040 cites W2146515281 @default.
• W4385648040 cites W2513496379 @default.
• W4385648040 cites W2550100639 @default.
• W4385648040 cites W2558412899 @default.
• W4385648040 cites W2594909962 @default.
• W4385648040 cites W2615869825 @default.
• W4385648040 cites W2764145369 @default.
• W4385648040 cites W2770227445 @default.
• W4385648040 cites W2782424421 @default.
• W4385648040 cites W2809836501 @default.
• W4385648040 cites W2892715107 @default.
• W4385648040 cites W2975775430 @default.
• W4385648040 cites W2975951335 @default.
• W4385648040 cites W3112632466 @default.
• W4385648040 cites W3177324315 @default.
• W4385648040 cites W4281643851 @default.
• W4385648040 cites W4289783174 @default.
• W4385648040 cites W4300865598 @default.
• W4385648040 cites W4308862616 @default.
• W4385648040 doi "https://doi.org/10.1016/j.jobe.2023.107524" @default.
• W4385648040 hasPublicationYear "2023" @default.
• W4385648040 type Work @default.
• W4385648040 citedByCount "0" @default.
• W4385648040 crossrefType "journal-article" @default.
• W4385648040 hasAuthorship W4385648040A5002263051 @default.
• W4385648040 hasAuthorship W4385648040A5011244852 @default.
• W4385648040 hasAuthorship W4385648040A5017715606 @default.
• W4385648040 hasAuthorship W4385648040A5037331713 @default.
• W4385648040 hasAuthorship W4385648040A5046344151 @default.
• W4385648040 hasAuthorship W4385648040A5049788479 @default.
• W4385648040 hasAuthorship W4385648040A5088699170 @default.
• W4385648040 hasConcept C105795698 @default.
• W4385648040 hasConcept C117251300 @default.
• W4385648040 hasConcept C121332964 @default.
• W4385648040 hasConcept C126042441 @default.
• W4385648040 hasConcept C127413603 @default.
• W4385648040 hasConcept C135402231 @default.
• W4385648040 hasConcept C149912024 @default.
• W4385648040 hasConcept C159985019 @default.
• W4385648040 hasConcept C187320778 @default.
• W4385648040 hasConcept C192562407 @default.
• W4385648040 hasConcept C2776512210 @default.
• W4385648040 hasConcept C2779372316 @default.
• W4385648040 hasConcept C2781219549 @default.
• W4385648040 hasConcept C33923547 @default.
• W4385648040 hasConcept C66938386 @default.
• W4385648040 hasConcept C76155785 @default.
• W4385648040 hasConcept C97355855 @default.
• W4385648040 hasConceptScore W4385648040C105795698 @default.
• W4385648040 hasConceptScore W4385648040C117251300 @default.
• W4385648040 hasConceptScore W4385648040C121332964 @default.
• W4385648040 hasConceptScore W4385648040C126042441 @default.
• W4385648040 hasConceptScore W4385648040C127413603 @default.
• W4385648040 hasConceptScore W4385648040C135402231 @default.
• W4385648040 hasConceptScore W4385648040C149912024 @default.
• W4385648040 hasConceptScore W4385648040C159985019 @default.
• W4385648040 hasConceptScore W4385648040C187320778 @default.
• W4385648040 hasConceptScore W4385648040C192562407 @default.
• W4385648040 hasConceptScore W4385648040C2776512210 @default.
• W4385648040 hasConceptScore W4385648040C2779372316 @default.
• W4385648040 hasConceptScore W4385648040C2781219549 @default.
• W4385648040 hasConceptScore W4385648040C33923547 @default.
• W4385648040 hasConceptScore W4385648040C66938386 @default.
• W4385648040 hasConceptScore W4385648040C76155785 @default.
• W4385648040 hasConceptScore W4385648040C97355855 @default.
• W4385648040 hasFunder F4320321001 @default.
• W4385648040 hasFunder F4320335777 @default.
• W4385648040 hasFunder F4320336026 @default.
• W4385648040 hasLocation W43856480401 @default.
• W4385648040 hasOpenAccess W4385648040 @default.
• W4385648040 hasPrimaryLocation W43856480401 @default.
• W4385648040 hasRelatedWork W127466177 @default.
• W4385648040 hasRelatedWork W1901703675 @default.
• W4385648040 hasRelatedWork W1971663985 @default.

• next