Optimal Design of Belt Trusses for Super Tall Buildings under Multiple Constraints
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Bibliographic Details
| Author(s): |
Xin Zhao
HaoJia Ma Yaomin Dong |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015 | ||||
| Published in: | IABSE Conference Nara 2015 | ||||
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| Page(s): | 66-67 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2015 | ||||
| DOI: | 10.2749/222137815815773963 | ||||
| Abstract: |
The mega frame core wall structure has been widely used in super tall buildings. lt is composed of mega columns, belt truss, outrigger truss and secondary members. The optimal design of belt truss has drawn serious attention in current engineering practices due to its huge steel consumption. The traditional trial-and-error optimization method by structural engineer is generally highly ineffective and very time-consuming for treating with large number of structural members in modern super tall buildings. This paper proposes a computerized optimization method for the optimal design of belt truss based on virtual work principle and Rayleigh method. The minimum steel quantity problem subject to story drift, period, and strength constraints is mathematically formulated. Finally the sizes of belt truss members are rigorously optimized using the sequential quadratic programming (SQP) method. The optimal design of a real 729 meter super tall building project was employed to illustrate the effectiveness and applicability of the proposed optimal design method. |
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| Keywords: |
optimal design super tall buildings belt truss sequential quadratic programming method multiple constraints
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