FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3038539265> ?p ?o ?g. }

• W3038539265 endingPage "110989" @default.
• W3038539265 startingPage "110989" @default.
• W3038539265 abstract "The cable-net supported façade is increasingly used in the modern buildings. In a cable-net façade, the ends of the cables are anchored to the primary structure along its elevation, and the façade’s seismic response is triggered by the earthquake-induced vibration of the primary structure. In this regard, the effect of the primary structure should be considered in the seismic response analysis of the cable-net façades. However, such an effect is ignored in most of the preceding research. In this paper, the effect of the primary structure on the seismic response of the cable-net façade is quantitatively studied. A group of cable-net models is subjected to two types of earthquake excitations. First, the ground accelerations are uniformly applied to the cable-net models. In this case, the effect of the primary structure is neglected. Second, the ground accelerations are applied to a series of primary structural models, generating the height-wise non-uniform dynamic excitations for the cable-nets, and the cable-nets are subjected to the non-uniform excitations. In this case, the effect of the primary structure is fully accounted for. A detailed comparison between the two groups of results is conducted. It is shown that the primary structure significantly influences the peak response of the cable-net façade, and such influences are strongly affected by the fundamental period ratio (RT) between the cable-net and the primary structure. For RT ≤ 0.6, it would be overly conservative to neglect the effect of the primary structure, while for RT ≥ 0.8 (especially at RT ≥ 1.0), it is unsafe to neglect such effects. If RT is around 1.0, the mid-span displacement of the cable-net façade under the non-uniform excitation (considering the effect of the primary structure) could be twice as large as that under the uniform excitation. Meanwhile, the tension of cables could exhibit a 20% increase due to the effect of the primary structure. The results obtained from different types of primary structures (varied lateral force resisting mechanism) are similar. From this study, it is inappropriate to ignore the effect of the primary structure in analyzing the seismic responses of the cable-net façades. This indicates the drawback of many preceding studies wherein the effect of the primary structure is neglected, and shows the necessity of developing a proper approach to account for this effect in the design of the cable-net façades." @default.
• W3038539265 created "2020-07-10" @default.
• W3038539265 creator A5047737014 @default.
• W3038539265 creator A5048379858 @default.
• W3038539265 creator A5062652150 @default.
• W3038539265 creator A5086661069 @default.
• W3038539265 date "2020-10-01" @default.
• W3038539265 modified "2023-09-24" @default.
• W3038539265 title "Effect of the primary structure on the seismic response of the cable-net façade" @default.
• W3038539265 cites W1737022356 @default.
• W3038539265 cites W1940576688 @default.
• W3038539265 cites W1963990128 @default.
• W3038539265 cites W1966440387 @default.
• W3038539265 cites W1967865229 @default.
• W3038539265 cites W1975378896 @default.
• W3038539265 cites W1984921002 @default.
• W3038539265 cites W1985926745 @default.
• W3038539265 cites W1988702103 @default.
• W3038539265 cites W1988708522 @default.
• W3038539265 cites W1990036511 @default.
• W3038539265 cites W1998911072 @default.
• W3038539265 cites W2005587889 @default.
• W3038539265 cites W2009755404 @default.
• W3038539265 cites W2012818495 @default.
• W3038539265 cites W2023485865 @default.
• W3038539265 cites W2023577646 @default.
• W3038539265 cites W2027039761 @default.
• W3038539265 cites W2028256659 @default.
• W3038539265 cites W2033875725 @default.
• W3038539265 cites W2038392789 @default.
• W3038539265 cites W2047107912 @default.
• W3038539265 cites W2047545876 @default.
• W3038539265 cites W2047999510 @default.
• W3038539265 cites W2054764570 @default.
• W3038539265 cites W2056710092 @default.
• W3038539265 cites W2063727760 @default.
• W3038539265 cites W2071269524 @default.
• W3038539265 cites W2072412674 @default.
• W3038539265 cites W2082658144 @default.
• W3038539265 cites W2084023195 @default.
• W3038539265 cites W2087555929 @default.
• W3038539265 cites W2092602165 @default.
• W3038539265 cites W2107329226 @default.
• W3038539265 cites W2117832801 @default.
• W3038539265 cites W2119299470 @default.
• W3038539265 cites W2125633739 @default.
• W3038539265 cites W2136517734 @default.
• W3038539265 cites W2142645561 @default.
• W3038539265 cites W2155033293 @default.
• W3038539265 cites W2165830583 @default.
• W3038539265 cites W2167893445 @default.
• W3038539265 cites W2298171265 @default.
• W3038539265 cites W2333641297 @default.
• W3038539265 cites W2335822454 @default.
• W3038539265 cites W2345469191 @default.
• W3038539265 cites W2424753621 @default.
• W3038539265 cites W2544341249 @default.
• W3038539265 cites W2699077371 @default.
• W3038539265 cites W2728417771 @default.
• W3038539265 cites W2746132038 @default.
• W3038539265 cites W2767983917 @default.
• W3038539265 cites W2898363716 @default.
• W3038539265 cites W2898826919 @default.
• W3038539265 doi "https://doi.org/10.1016/j.engstruct.2020.110989" @default.
• W3038539265 hasPublicationYear "2020" @default.
• W3038539265 type Work @default.
• W3038539265 sameAs 3038539265 @default.
• W3038539265 citedByCount "1" @default.
• W3038539265 countsByYear W30385392652023 @default.
• W3038539265 crossrefType "journal-article" @default.
• W3038539265 hasAuthorship W3038539265A5047737014 @default.
• W3038539265 hasAuthorship W3038539265A5048379858 @default.
• W3038539265 hasAuthorship W3038539265A5062652150 @default.
• W3038539265 hasAuthorship W3038539265A5086661069 @default.
• W3038539265 hasConcept C121332964 @default.
• W3038539265 hasConcept C127413603 @default.
• W3038539265 hasConcept C14166107 @default.
• W3038539265 hasConcept C198394728 @default.
• W3038539265 hasConcept C24890656 @default.
• W3038539265 hasConcept C2524010 @default.
• W3038539265 hasConcept C33923547 @default.
• W3038539265 hasConcept C66938386 @default.
• W3038539265 hasConceptScore W3038539265C121332964 @default.
• W3038539265 hasConceptScore W3038539265C127413603 @default.
• W3038539265 hasConceptScore W3038539265C14166107 @default.
• W3038539265 hasConceptScore W3038539265C198394728 @default.
• W3038539265 hasConceptScore W3038539265C24890656 @default.
• W3038539265 hasConceptScore W3038539265C2524010 @default.
• W3038539265 hasConceptScore W3038539265C33923547 @default.
• W3038539265 hasConceptScore W3038539265C66938386 @default.
• W3038539265 hasLocation W30385392651 @default.
• W3038539265 hasOpenAccess W3038539265 @default.
• W3038539265 hasPrimaryLocation W30385392651 @default.
• W3038539265 hasRelatedWork W2050168610 @default.
• W3038539265 hasRelatedWork W2258380451 @default.
• W3038539265 hasRelatedWork W2351837897 @default.
• W3038539265 hasRelatedWork W2369912904 @default.
• W3038539265 hasRelatedWork W2372334433 @default.

• next