The Effect of Lateral Load Type on Shear Lag of Concrete Tubular Structures with Different Plan Geometries

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dc.contributor.author Moghadasi, Mostafa
dc.contributor.author Taeepoor, Soheil
dc.contributor.author Koloor, Seyed Saeid Rahimian
dc.contributor.author Petrů, Michal
dc.date.accessioned 2020-10-06T12:25:26Z
dc.date.available 2020-10-06T12:25:26Z
dc.date.issued 2020
dc.identifier.uri https://dspace.tul.cz/handle/15240/157865
dc.identifier.uri https://www.mdpi.com/2073-4352/10/10/897
dc.description.abstract Tubular structures are extensively recognized as a high efficiency and economically reasonable structural system for the design and construction of skyscrapers. The periphery of the building plan in a tubular system consists of closely spaced columns connected by circumferential deep spandrels. When a cantilever tube is subjected to a lateral load, it is expected that the axial stress in each column located in the flange frame of the tube is the same, but because of the flexibility of peripheral beams, the axial stress in the corner columns and middle columns is distributed unequally. This anomaly is called “shear lag”, and it is a leading cause of the reduction in efficiency of the structure. In this paper, the possible relation between shear lag and the type of lateral load subjected to these systems is investigated. The above relation is not yet considered in previous literatures. Three various plan shapes including rectangular, triangular and hexagon were modeled, analyzed, designed and subjected to the earthquake and wind load, separately. Further work is carried out to compare the shear lag factor of these structures with distinct plan shapes against different types of lateral load. It is observed that all types of structures with various plan geometry subjected to the wind load had a greater amount of shear lag factor in comparison with structures subjected to the static and dynamic earthquake loads. In addition, shear lag in structures with the hexagon shaped plan was at the minimum. cs
dc.format.extent 15 stran cs
dc.language.iso cs cs
dc.publisher MDPI
dc.relation.ispartof Crystals 2020
dc.subject tall building cs
dc.subject framed tube cs
dc.subject lateral load type cs
dc.subject plan geometry cs
dc.subject shear lag cs
dc.subject structural behavior cs
dc.title The Effect of Lateral Load Type on Shear Lag of Concrete Tubular Structures with Different Plan Geometries cs
dc.identifier.doi 10.3390/cryst10100897
dc.identifier.orcid 0000-0002-1820-6379 Koloor, Seyed Saeid Rahimian
dc.identifier.orcid 0000-0002-7643-8450 Petrů, Michal
local.identifier.WebofScienceResearcherID G-6623-2013 Petrů, Michal


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