Matches in SemOpenAlex for { <https://semopenalex.org/work/W4306366871> ?p ?o ?g. }
Showing items 1 to 86 of
86
with 100 items per page.
- W4306366871 endingPage "1698" @default.
- W4306366871 startingPage "1698" @default.
- W4306366871 abstract "Full measurements for the wind field atop a 32-storey building (supported by four huge columns) and for the dynamic responses of different floors were conducted on 15 October 2017 to obtain the translational and torsional responses of the high-rise building during the Typhoon Khanun. The time histories of the torsional angular acceleration responses on the 24th and 32nd floors of the high-rise building were obtained using RA013 rotational accelerometer, and those of the translational acceleration responses on the 6th, 12th, 18th, 24th, 30th and 32nd floors along axial direction were recorded by the translational accelerometer. The variation rules of the translational and torsional acceleration responses with floor height and mean wind speed were disclosed, and the response ratios between the torsional and translational acceleration were analyzed when basic time intervals were 10 min. Based on the target probability method, the value range of the acceleration peak factor with different target reliability under Typhoon Khanun was proposed. The results show that the translational and torsional acceleration peak values and root mean squares are the power functions of mean wind speed. The values of acceleration peak factors are recommended to be 3.0 and 5.0 if target reliabilities are determined as 99.38% and 100%, respectively. Research on torsional response measurements can accumulate valuable scientific data and lay solid foundations for the subsequent studies on the torsional wind-resistant design of high-rise buildings." @default.
- W4306366871 created "2022-10-17" @default.
- W4306366871 creator A5060435467 @default.
- W4306366871 creator A5067499740 @default.
- W4306366871 creator A5089658083 @default.
- W4306366871 date "2022-10-15" @default.
- W4306366871 modified "2023-10-17" @default.
- W4306366871 title "Field Measurement on Translational and Torsional Wind-Induced Response of a High-Rise Building during Typhoon Khanun" @default.
- W4306366871 cites W1532673387 @default.
- W4306366871 cites W1965358689 @default.
- W4306366871 cites W1985075802 @default.
- W4306366871 cites W1996715775 @default.
- W4306366871 cites W1999996337 @default.
- W4306366871 cites W2008125706 @default.
- W4306366871 cites W2023086467 @default.
- W4306366871 cites W2055643019 @default.
- W4306366871 cites W2079412779 @default.
- W4306366871 cites W2094547031 @default.
- W4306366871 cites W2105304357 @default.
- W4306366871 cites W2146221552 @default.
- W4306366871 cites W2165830583 @default.
- W4306366871 cites W2539799502 @default.
- W4306366871 cites W2576793508 @default.
- W4306366871 cites W2589068709 @default.
- W4306366871 cites W2610694329 @default.
- W4306366871 cites W2891298145 @default.
- W4306366871 cites W3011925816 @default.
- W4306366871 cites W3186910452 @default.
- W4306366871 cites W4281845290 @default.
- W4306366871 cites W990423246 @default.
- W4306366871 doi "https://doi.org/10.3390/buildings12101698" @default.
- W4306366871 hasPublicationYear "2022" @default.
- W4306366871 type Work @default.
- W4306366871 citedByCount "1" @default.
- W4306366871 countsByYear W43063668712022 @default.
- W4306366871 crossrefType "journal-article" @default.
- W4306366871 hasAuthorship W4306366871A5060435467 @default.
- W4306366871 hasAuthorship W4306366871A5067499740 @default.
- W4306366871 hasAuthorship W4306366871A5089658083 @default.
- W4306366871 hasBestOaLocation W43063668711 @default.
- W4306366871 hasConcept C117896860 @default.
- W4306366871 hasConcept C121332964 @default.
- W4306366871 hasConcept C127313418 @default.
- W4306366871 hasConcept C127413603 @default.
- W4306366871 hasConcept C153294291 @default.
- W4306366871 hasConcept C161067210 @default.
- W4306366871 hasConcept C181654704 @default.
- W4306366871 hasConcept C190704821 @default.
- W4306366871 hasConcept C62520636 @default.
- W4306366871 hasConcept C66938386 @default.
- W4306366871 hasConcept C74650414 @default.
- W4306366871 hasConcept C89805583 @default.
- W4306366871 hasConceptScore W4306366871C117896860 @default.
- W4306366871 hasConceptScore W4306366871C121332964 @default.
- W4306366871 hasConceptScore W4306366871C127313418 @default.
- W4306366871 hasConceptScore W4306366871C127413603 @default.
- W4306366871 hasConceptScore W4306366871C153294291 @default.
- W4306366871 hasConceptScore W4306366871C161067210 @default.
- W4306366871 hasConceptScore W4306366871C181654704 @default.
- W4306366871 hasConceptScore W4306366871C190704821 @default.
- W4306366871 hasConceptScore W4306366871C62520636 @default.
- W4306366871 hasConceptScore W4306366871C66938386 @default.
- W4306366871 hasConceptScore W4306366871C74650414 @default.
- W4306366871 hasConceptScore W4306366871C89805583 @default.
- W4306366871 hasFunder F4320321001 @default.
- W4306366871 hasIssue "10" @default.
- W4306366871 hasLocation W43063668711 @default.
- W4306366871 hasLocation W43063668712 @default.
- W4306366871 hasOpenAccess W4306366871 @default.
- W4306366871 hasPrimaryLocation W43063668711 @default.
- W4306366871 hasRelatedWork W1902800522 @default.
- W4306366871 hasRelatedWork W2275557598 @default.
- W4306366871 hasRelatedWork W2329650644 @default.
- W4306366871 hasRelatedWork W2339469482 @default.
- W4306366871 hasRelatedWork W2370252541 @default.
- W4306366871 hasRelatedWork W2381701191 @default.
- W4306366871 hasRelatedWork W40611043 @default.
- W4306366871 hasRelatedWork W4288389100 @default.
- W4306366871 hasRelatedWork W4384517610 @default.
- W4306366871 hasRelatedWork W845993790 @default.
- W4306366871 hasVolume "12" @default.
- W4306366871 isParatext "false" @default.
- W4306366871 isRetracted "false" @default.
- W4306366871 workType "article" @default.