Matches in SemOpenAlex for { <https://semopenalex.org/work/W2025006132> ?p ?o ?g. }
Showing items 1 to 87 of
87
with 100 items per page.
- W2025006132 endingPage "1261" @default.
- W2025006132 startingPage "1252" @default.
- W2025006132 abstract "Recent trends towards constructing taller buildings with irregular geometric shapes imply that these structures are potentially more responsive to wind excitation. The wind-induced motion of modern tall buildings is generally found to involve with significant coupled lateral and torsional effects, which are attributed to the asymmetric three-dimensional (3D) mode shapes of these buildings. The 3D coupled modes also complicate the use of high frequency force balance (HFFB) technique in wind tunnel testing for predicting the wind-induced loads and effects on tall buildings. This paper firstly presents the analysis of equivalent static wind loads (ESWLs) on tall buildings with 3D modes provided that the wind tunnel derived aerodynamic wind load spectra are given. Then an integrated wind load updating analysis and optimal stiffness design technique is developed for lateral drift design of tall asymmetric buildings involving coupled lateral–torsional motions. The results of a practical 40-storey building example with significant swaying and torsional effects are presented. Not only is the technique able to produce the most cost efficient element stiffness distribution of the structure satisfying multiple serviceability wind drift design criteria, but a potential benefit of reducing the wind-induced loads can also be achieved by the stiffness design optimization method." @default.
- W2025006132 created "2016-06-24" @default.
- W2025006132 creator A5011878565 @default.
- W2025006132 creator A5071996966 @default.
- W2025006132 creator A5082431837 @default.
- W2025006132 date "2010-05-01" @default.
- W2025006132 modified "2023-10-02" @default.
- W2025006132 title "Integrated wind load analysis and stiffness optimization of tall buildings with 3D modes" @default.
- W2025006132 cites W1972869682 @default.
- W2025006132 cites W1980667343 @default.
- W2025006132 cites W1985210848 @default.
- W2025006132 cites W1990620685 @default.
- W2025006132 cites W2010036380 @default.
- W2025006132 cites W2014251158 @default.
- W2025006132 cites W2019820595 @default.
- W2025006132 cites W2030764946 @default.
- W2025006132 cites W2049197993 @default.
- W2025006132 cites W2064409423 @default.
- W2025006132 cites W2070993678 @default.
- W2025006132 cites W2072124860 @default.
- W2025006132 cites W2075463611 @default.
- W2025006132 cites W2084519389 @default.
- W2025006132 cites W2105184518 @default.
- W2025006132 cites W2138801692 @default.
- W2025006132 cites W2317451740 @default.
- W2025006132 cites W4234058849 @default.
- W2025006132 doi "https://doi.org/10.1016/j.engstruct.2010.01.001" @default.
- W2025006132 hasPublicationYear "2010" @default.
- W2025006132 type Work @default.
- W2025006132 sameAs 2025006132 @default.
- W2025006132 citedByCount "37" @default.
- W2025006132 countsByYear W20250061322012 @default.
- W2025006132 countsByYear W20250061322013 @default.
- W2025006132 countsByYear W20250061322014 @default.
- W2025006132 countsByYear W20250061322015 @default.
- W2025006132 countsByYear W20250061322016 @default.
- W2025006132 countsByYear W20250061322017 @default.
- W2025006132 countsByYear W20250061322018 @default.
- W2025006132 countsByYear W20250061322020 @default.
- W2025006132 countsByYear W20250061322021 @default.
- W2025006132 countsByYear W20250061322022 @default.
- W2025006132 countsByYear W20250061322023 @default.
- W2025006132 crossrefType "journal-article" @default.
- W2025006132 hasAuthorship W2025006132A5011878565 @default.
- W2025006132 hasAuthorship W2025006132A5071996966 @default.
- W2025006132 hasAuthorship W2025006132A5082431837 @default.
- W2025006132 hasConcept C100086909 @default.
- W2025006132 hasConcept C110245778 @default.
- W2025006132 hasConcept C126950237 @default.
- W2025006132 hasConcept C127413603 @default.
- W2025006132 hasConcept C13393347 @default.
- W2025006132 hasConcept C135628077 @default.
- W2025006132 hasConcept C145690102 @default.
- W2025006132 hasConcept C146978453 @default.
- W2025006132 hasConcept C2779372316 @default.
- W2025006132 hasConcept C66938386 @default.
- W2025006132 hasConceptScore W2025006132C100086909 @default.
- W2025006132 hasConceptScore W2025006132C110245778 @default.
- W2025006132 hasConceptScore W2025006132C126950237 @default.
- W2025006132 hasConceptScore W2025006132C127413603 @default.
- W2025006132 hasConceptScore W2025006132C13393347 @default.
- W2025006132 hasConceptScore W2025006132C135628077 @default.
- W2025006132 hasConceptScore W2025006132C145690102 @default.
- W2025006132 hasConceptScore W2025006132C146978453 @default.
- W2025006132 hasConceptScore W2025006132C2779372316 @default.
- W2025006132 hasConceptScore W2025006132C66938386 @default.
- W2025006132 hasIssue "5" @default.
- W2025006132 hasLocation W20250061321 @default.
- W2025006132 hasOpenAccess W2025006132 @default.
- W2025006132 hasPrimaryLocation W20250061321 @default.
- W2025006132 hasRelatedWork W1906743446 @default.
- W2025006132 hasRelatedWork W2065810525 @default.
- W2025006132 hasRelatedWork W2183383711 @default.
- W2025006132 hasRelatedWork W2223643473 @default.
- W2025006132 hasRelatedWork W2782213538 @default.
- W2025006132 hasRelatedWork W2948427961 @default.
- W2025006132 hasRelatedWork W2988194196 @default.
- W2025006132 hasRelatedWork W3108039518 @default.
- W2025006132 hasRelatedWork W38053837 @default.
- W2025006132 hasRelatedWork W2584502835 @default.
- W2025006132 hasVolume "32" @default.
- W2025006132 isParatext "false" @default.
- W2025006132 isRetracted "false" @default.
- W2025006132 magId "2025006132" @default.
- W2025006132 workType "article" @default.