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| STRUCTURAL DESIGN OF MULTI-TOWER WITH A LARGE CHASSIS-MOUNT FOR A CERTAIN OFFICE BUILDING |
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| DOI： |
| KeyWord:Large-chassis-mount multi-tower structure,Buckling location,Stiffness ratio of upper floor to down floor,Translation cycle,Torsion cycle, |
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| Abstract: |
| As a practical example,the characteristics of structural design for a certain office building in Beijing are discussed such as setting of post-subsidence pouring belt,determination of superstructure and buckling location,control of key indices conforming to the specifications of structure calculation.It is pointed out that,for large-chassis-mount multi-tower building with a basement,the buckling location on superstructure should be correctly selected and a reasonable model for structure calculation established in accordance with relevant specifications. |
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