Matches in SemOpenAlex for { <https://semopenalex.org/work/W3091904860> ?p ?o ?g. }
Showing items 1 to 88 of
88
with 100 items per page.
- W3091904860 endingPage "106374" @default.
- W3091904860 startingPage "106374" @default.
- W3091904860 abstract "The static performance of a slidable bolt-assembly connection between a double-angle truss and square hollow structural section (SHSS) column was studied using experiments and finite-element simulations. Four specimens with different sizes or types of bolt holes on the gusset plate were tested and analyzed. The slip resistance, yield strength, ultimate strength, and failure mechanism of each connection were obtained. The static and seismic performances of the connections were compared with those of a welded connection, bolted-welded connection, and all-bolted fixed connection. The results showed that the ductility of the slidable bolt-assembly connection exceeded a value of 10, which was higher than the values for the other connections, but the slip resistance was the lowest. The slip resistance of the bolt-assembly connection under a static load was larger than that under a seismic load. The ultimate strength of the bolt-assembly connection was equal to that of the welded connection, and the stiffness was almost the same as that of the welded connection before the slip. The ultimate strengths of the slidable bolt-assembly connections were almost the same under static and cyclic loads. The slip distance increased by 2–3 mm when the bolt hole diameter was increased by 2 mm. However, the dimensions and shapes of the bolt holes on the gusset plate only had slight effects on the slip resistance, yield strength, and ultimate strength of the joint. A load-bearing model and formulas for calculating the various strengths of the slidable bolt-assembly connection were proposed." @default.
- W3091904860 created "2020-10-15" @default.
- W3091904860 creator A5002704394 @default.
- W3091904860 creator A5014578153 @default.
- W3091904860 creator A5023657477 @default.
- W3091904860 creator A5033632697 @default.
- W3091904860 creator A5041266772 @default.
- W3091904860 creator A5069511859 @default.
- W3091904860 date "2021-01-01" @default.
- W3091904860 modified "2023-10-13" @default.
- W3091904860 title "Static performance of slidable bolt-assembly truss-to-column connection with oversized bolt holes" @default.
- W3091904860 cites W1943820430 @default.
- W3091904860 cites W1977826632 @default.
- W3091904860 cites W1998396592 @default.
- W3091904860 cites W2001702823 @default.
- W3091904860 cites W2008609004 @default.
- W3091904860 cites W2031836323 @default.
- W3091904860 cites W2048121156 @default.
- W3091904860 cites W2060800135 @default.
- W3091904860 cites W2071953907 @default.
- W3091904860 cites W2088442849 @default.
- W3091904860 cites W2122500579 @default.
- W3091904860 cites W2163467078 @default.
- W3091904860 cites W2517561475 @default.
- W3091904860 cites W2592960144 @default.
- W3091904860 cites W2790508266 @default.
- W3091904860 cites W2792075079 @default.
- W3091904860 cites W2795070647 @default.
- W3091904860 cites W2936103006 @default.
- W3091904860 cites W4245879732 @default.
- W3091904860 doi "https://doi.org/10.1016/j.jcsr.2020.106374" @default.
- W3091904860 hasPublicationYear "2021" @default.
- W3091904860 type Work @default.
- W3091904860 sameAs 3091904860 @default.
- W3091904860 citedByCount "2" @default.
- W3091904860 countsByYear W30919048602023 @default.
- W3091904860 crossrefType "journal-article" @default.
- W3091904860 hasAuthorship W3091904860A5002704394 @default.
- W3091904860 hasAuthorship W3091904860A5014578153 @default.
- W3091904860 hasAuthorship W3091904860A5023657477 @default.
- W3091904860 hasAuthorship W3091904860A5033632697 @default.
- W3091904860 hasAuthorship W3091904860A5041266772 @default.
- W3091904860 hasAuthorship W3091904860A5069511859 @default.
- W3091904860 hasConcept C112950240 @default.
- W3091904860 hasConcept C127413603 @default.
- W3091904860 hasConcept C13355873 @default.
- W3091904860 hasConcept C135628077 @default.
- W3091904860 hasConcept C146978453 @default.
- W3091904860 hasConcept C159985019 @default.
- W3091904860 hasConcept C173534245 @default.
- W3091904860 hasConcept C192562407 @default.
- W3091904860 hasConcept C19474535 @default.
- W3091904860 hasConcept C195268267 @default.
- W3091904860 hasConcept C2779372316 @default.
- W3091904860 hasConcept C66938386 @default.
- W3091904860 hasConceptScore W3091904860C112950240 @default.
- W3091904860 hasConceptScore W3091904860C127413603 @default.
- W3091904860 hasConceptScore W3091904860C13355873 @default.
- W3091904860 hasConceptScore W3091904860C135628077 @default.
- W3091904860 hasConceptScore W3091904860C146978453 @default.
- W3091904860 hasConceptScore W3091904860C159985019 @default.
- W3091904860 hasConceptScore W3091904860C173534245 @default.
- W3091904860 hasConceptScore W3091904860C192562407 @default.
- W3091904860 hasConceptScore W3091904860C19474535 @default.
- W3091904860 hasConceptScore W3091904860C195268267 @default.
- W3091904860 hasConceptScore W3091904860C2779372316 @default.
- W3091904860 hasConceptScore W3091904860C66938386 @default.
- W3091904860 hasFunder F4320321001 @default.
- W3091904860 hasLocation W30919048601 @default.
- W3091904860 hasOpenAccess W3091904860 @default.
- W3091904860 hasPrimaryLocation W30919048601 @default.
- W3091904860 hasRelatedWork W1679164670 @default.
- W3091904860 hasRelatedWork W1994121167 @default.
- W3091904860 hasRelatedWork W2363509354 @default.
- W3091904860 hasRelatedWork W2383300736 @default.
- W3091904860 hasRelatedWork W2388549513 @default.
- W3091904860 hasRelatedWork W2393372144 @default.
- W3091904860 hasRelatedWork W2804140903 @default.
- W3091904860 hasRelatedWork W3088486374 @default.
- W3091904860 hasRelatedWork W3111361371 @default.
- W3091904860 hasRelatedWork W3152585537 @default.
- W3091904860 hasVolume "176" @default.
- W3091904860 isParatext "false" @default.
- W3091904860 isRetracted "false" @default.
- W3091904860 magId "3091904860" @default.
- W3091904860 workType "article" @default.