FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4365448052> ?p ?o ?g. }

• W4365448052 endingPage "1021" @default.
• W4365448052 startingPage "1021" @default.
• W4365448052 abstract "Despite achieving consensus and having current knowledge on the behaviour and contribution of masonry infill walls, there remain unresolved issues regarding their nonlinear behaviour as a method for strengthening existing reinforced concrete (RC) frames with effective modifications, primarily infills and the interconnection of infills and frames. The challenge for safely and economically designing frames with competent walls is to utilise the stiffening benefits while ensuring that the increased lateral forces and reduced drift capacity do not hinder performance. This study aims to investigate the potential of using masonry infill to strengthen previously slightly damaged RC frames. Experimental tests were conducted on previously slightly damaged RC frame specimens infilled with vertically hollowed-clay and solid-clay masonry units, connected to the frame elements using traditional methods (i.e., avoiding the use of modern composite materials). These strengthened infilled frame structures were subjected to constant vertical and cyclic lateral loading, which revealed improved stiffness, strength, and damping characteristics, enhancing their overall behaviour. As the main novelties, the study found that when damaged RC frames were strengthened with masonry infill walls, their performance resembled that of undamaged infilled RC frames. The strengthened infilled frame structures exhibited enhanced stiffness, strength, and hysteretic damping. The increase in stiffness was observed regardless of the type of masonry units and the strengthening technique employed. However, the improvements in strength and hysteretic damping were influenced by the specific masonry units, particularly their robustness, and the chosen reinforcement method." @default.
• W4365448052 created "2023-04-15" @default.
• W4365448052 creator A5028328252 @default.
• W4365448052 creator A5038282376 @default.
• W4365448052 creator A5072079870 @default.
• W4365448052 creator A5088991790 @default.
• W4365448052 date "2023-04-13" @default.
• W4365448052 modified "2023-10-05" @default.
• W4365448052 title "Testing of Damaged Single-Bay Reinforced Concrete Frames Strengthened with Masonry Infill Walls" @default.
• W4365448052 cites W1134294830 @default.
• W4365448052 cites W1849167744 @default.
• W4365448052 cites W1975084684 @default.
• W4365448052 cites W1987440553 @default.
• W4365448052 cites W2003239775 @default.
• W4365448052 cites W2010209849 @default.
• W4365448052 cites W2011759994 @default.
• W4365448052 cites W2021427963 @default.
• W4365448052 cites W2031485154 @default.
• W4365448052 cites W2048398261 @default.
• W4365448052 cites W2049003558 @default.
• W4365448052 cites W2059485992 @default.
• W4365448052 cites W2088854661 @default.
• W4365448052 cites W2093318894 @default.
• W4365448052 cites W2102896790 @default.
• W4365448052 cites W2109857784 @default.
• W4365448052 cites W2142437807 @default.
• W4365448052 cites W2162985716 @default.
• W4365448052 cites W2187149025 @default.
• W4365448052 cites W2547219811 @default.
• W4365448052 cites W2739675329 @default.
• W4365448052 cites W2772866051 @default.
• W4365448052 cites W2782424421 @default.
• W4365448052 cites W2788488960 @default.
• W4365448052 cites W2793153197 @default.
• W4365448052 cites W2801267690 @default.
• W4365448052 cites W2805984317 @default.
• W4365448052 cites W2884481170 @default.
• W4365448052 cites W2892715107 @default.
• W4365448052 cites W2894391932 @default.
• W4365448052 cites W2896045758 @default.
• W4365448052 cites W3006538512 @default.
• W4365448052 cites W3040599628 @default.
• W4365448052 cites W3083206491 @default.
• W4365448052 cites W3163798184 @default.
• W4365448052 cites W3200380820 @default.
• W4365448052 cites W3216159167 @default.
• W4365448052 cites W4200366378 @default.
• W4365448052 cites W4214896663 @default.
• W4365448052 cites W4283785541 @default.
• W4365448052 cites W4296991857 @default.
• W4365448052 cites W4318323577 @default.
• W4365448052 cites W4323636626 @default.
• W4365448052 doi "https://doi.org/10.3390/buildings13041021" @default.
• W4365448052 hasPublicationYear "2023" @default.
• W4365448052 type Work @default.
• W4365448052 citedByCount "0" @default.
• W4365448052 crossrefType "journal-article" @default.
• W4365448052 hasAuthorship W4365448052A5028328252 @default.
• W4365448052 hasAuthorship W4365448052A5038282376 @default.
• W4365448052 hasAuthorship W4365448052A5072079870 @default.
• W4365448052 hasAuthorship W4365448052A5088991790 @default.
• W4365448052 hasBestOaLocation W43654480521 @default.
• W4365448052 hasConcept C108729823 @default.
• W4365448052 hasConcept C126042441 @default.
• W4365448052 hasConcept C127413603 @default.
• W4365448052 hasConcept C187320778 @default.
• W4365448052 hasConcept C192562407 @default.
• W4365448052 hasConcept C2779372316 @default.
• W4365448052 hasConcept C2781219549 @default.
• W4365448052 hasConcept C535899295 @default.
• W4365448052 hasConcept C66938386 @default.
• W4365448052 hasConcept C76155785 @default.
• W4365448052 hasConceptScore W4365448052C108729823 @default.
• W4365448052 hasConceptScore W4365448052C126042441 @default.
• W4365448052 hasConceptScore W4365448052C127413603 @default.
• W4365448052 hasConceptScore W4365448052C187320778 @default.
• W4365448052 hasConceptScore W4365448052C192562407 @default.
• W4365448052 hasConceptScore W4365448052C2779372316 @default.
• W4365448052 hasConceptScore W4365448052C2781219549 @default.
• W4365448052 hasConceptScore W4365448052C535899295 @default.
• W4365448052 hasConceptScore W4365448052C66938386 @default.
• W4365448052 hasConceptScore W4365448052C76155785 @default.
• W4365448052 hasIssue "4" @default.
• W4365448052 hasLocation W43654480521 @default.
• W4365448052 hasOpenAccess W4365448052 @default.
• W4365448052 hasPrimaryLocation W43654480521 @default.
• W4365448052 hasRelatedWork W2050663640 @default.
• W4365448052 hasRelatedWork W2050665290 @default.
• W4365448052 hasRelatedWork W2248515951 @default.
• W4365448052 hasRelatedWork W2257741423 @default.
• W4365448052 hasRelatedWork W2561434341 @default.
• W4365448052 hasRelatedWork W2899806690 @default.
• W4365448052 hasRelatedWork W2910832988 @default.
• W4365448052 hasRelatedWork W2914174495 @default.
• W4365448052 hasRelatedWork W3088250901 @default.
• W4365448052 hasRelatedWork W978499225 @default.
• W4365448052 hasVolume "13" @default.
• W4365448052 isParatext "false" @default.

• next