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- W2369964674 abstract "The Caiwuwei Jingji Commercial Center in Shenzhen is a super high-rise building whose height is 439m.It adopts a complex structural type which includes profile steel enhanced reinforced concrete internal tube-concrete filled columns-profile steel beams and cantilever trusses.There is a strict technical requirement in the construction stage.In order to know the mechanical performance of the structure during the whole construction stage,the staged construction analysis had been implemented.The loads considered in the simulation include self-weight,wind load,construction live load,shrinkage and creep.The results show that all structure members keep the original elasticity under the combination of loads.The wind load induces an assignable lateral displacement and the max inter-storey drift is 1 /535.The vertical displacement caused by vertical load is 67.4mm and the displacement caused by shrinkage and creep is 25.1mm with a ratio of 37.2%.Neglecting the wind load,the max tensile stress is reduced by an amount of 66%,and the max compressive stress is reduced by 15%.Taking the design height as an objective,the height of each floor should be preset considering the deformation in construction stage.The max preset value of inter-storey is 2.82 mm.The max difference in deformation between internal and external tube under the vertical loads is 4.84mm which also should be preset during the construction stage." @default.
- W2369964674 created "2016-06-24" @default.
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- W2369964674 date "2010-01-01" @default.
- W2369964674 modified "2023-09-23" @default.
- W2369964674 title "Staged construction analysis and application of mechanical performance on Jingji Commercial Centre" @default.
- W2369964674 hasPublicationYear "2010" @default.
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