Matches in SemOpenAlex for { <https://semopenalex.org/work/W647691354> ?p ?o ?g. }
Showing items 1 to 67 of
67
with 100 items per page.
- W647691354 abstract "In our country, bridge piers are subjected to strong motions due to earthquake. Furthermore, size of bridge piers are strictly limited in metropolitan highways and in monorails. High ductility and high resistance is, therefore, required for bridge piers in Japan. In this regard, use of concrete-filled steel tubes is examined. Steeel Tubes have pretty high resistance; however, steel tubes are liable to yield local buckling and to lose ductility after yielding local buckling. Concrete piers with adequate reinforcing have good ductility; however, they are large-sized. Concrete-filled steel tubes are thin steel tubes with concrete and shear connectos in the tubes. Then they are subjected to a strong motion, concrete prevents the local buckling of thin steel tubes, steel tubes giving adequate reinforcing to the concrete. Therefore, even small-sized concrete-filled steel tubes have excellent ductility and resistance. Sometimes, concrete-filled steel tubes were used for bridge piers or building members. However, they were used just to increase the not designed as composite structures. In our report, concrete-filled steel tubes are regarded as composite structures to expect higher resistance and ductility. At present, many problems are not settled to design concrete-filled steel tubes as composite structures, such as provisions for shear connectors, plate thickness and so on. In the report, these problems are examined in detail, based on the results of full-size tests, and design recommendations are presented. (Author)" @default.
- W647691354 created "2016-06-24" @default.
- W647691354 creator A5002344558 @default.
- W647691354 creator A5013476377 @default.
- W647691354 creator A5018135962 @default.
- W647691354 creator A5088288669 @default.
- W647691354 date "1984-06-01" @default.
- W647691354 modified "2023-09-27" @default.
- W647691354 title "BEHAVIOR OF CONCRETE FILLED STEEL TUBES--PART 1, COMPRESSION MEMBERS" @default.
- W647691354 hasPublicationYear "1984" @default.
- W647691354 type Work @default.
- W647691354 sameAs 647691354 @default.
- W647691354 citedByCount "0" @default.
- W647691354 crossrefType "journal-article" @default.
- W647691354 hasAuthorship W647691354A5002344558 @default.
- W647691354 hasAuthorship W647691354A5013476377 @default.
- W647691354 hasAuthorship W647691354A5018135962 @default.
- W647691354 hasAuthorship W647691354A5088288669 @default.
- W647691354 hasConcept C104779481 @default.
- W647691354 hasConcept C127413603 @default.
- W647691354 hasConcept C149912024 @default.
- W647691354 hasConcept C157892014 @default.
- W647691354 hasConcept C159985019 @default.
- W647691354 hasConcept C192562407 @default.
- W647691354 hasConcept C2776445639 @default.
- W647691354 hasConcept C2776512210 @default.
- W647691354 hasConcept C66938386 @default.
- W647691354 hasConcept C85476182 @default.
- W647691354 hasConcept C96035792 @default.
- W647691354 hasConceptScore W647691354C104779481 @default.
- W647691354 hasConceptScore W647691354C127413603 @default.
- W647691354 hasConceptScore W647691354C149912024 @default.
- W647691354 hasConceptScore W647691354C157892014 @default.
- W647691354 hasConceptScore W647691354C159985019 @default.
- W647691354 hasConceptScore W647691354C192562407 @default.
- W647691354 hasConceptScore W647691354C2776445639 @default.
- W647691354 hasConceptScore W647691354C2776512210 @default.
- W647691354 hasConceptScore W647691354C66938386 @default.
- W647691354 hasConceptScore W647691354C85476182 @default.
- W647691354 hasConceptScore W647691354C96035792 @default.
- W647691354 hasLocation W6476913541 @default.
- W647691354 hasOpenAccess W647691354 @default.
- W647691354 hasPrimaryLocation W6476913541 @default.
- W647691354 hasRelatedWork W2073744743 @default.
- W647691354 hasRelatedWork W2213680066 @default.
- W647691354 hasRelatedWork W2330504802 @default.
- W647691354 hasRelatedWork W2353412674 @default.
- W647691354 hasRelatedWork W2373752729 @default.
- W647691354 hasRelatedWork W2495447220 @default.
- W647691354 hasRelatedWork W2508488082 @default.
- W647691354 hasRelatedWork W2559914660 @default.
- W647691354 hasRelatedWork W2612790884 @default.
- W647691354 hasRelatedWork W2626544756 @default.
- W647691354 hasRelatedWork W3004217175 @default.
- W647691354 hasRelatedWork W3022911937 @default.
- W647691354 hasRelatedWork W3088776180 @default.
- W647691354 hasRelatedWork W3193084636 @default.
- W647691354 hasRelatedWork W604143291 @default.
- W647691354 hasRelatedWork W848419445 @default.
- W647691354 hasRelatedWork W2849562884 @default.
- W647691354 hasRelatedWork W2869475458 @default.
- W647691354 hasRelatedWork W2929850654 @default.
- W647691354 hasRelatedWork W2934867987 @default.
- W647691354 isParatext "false" @default.
- W647691354 isRetracted "false" @default.
- W647691354 magId "647691354" @default.
- W647691354 workType "article" @default.