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A practical fractional numerical optimization method for designing economically and environmentally friendly super-tall buildings
Institution:1. Department of Structural Engineering, Tongji University, NO. 1239 Siping Road, Shanghai 200092, China;2. Tongji Architectural Design (Group) Co., Ltd., NO. 1230 Siping Road, Shanghai 200092, China;3. Department of Civil Engineering, School of Engineering, The University of Tokyo, 7-3-1, Hongo, Bunkyo-ku, Tokyo, Japan;1. School of Business, Stevens Institute of Technology, Hoboken, NJ 07030, USA;2. Google, 2590 Pearl St #110, Boulder, CO 80302, USA;1. Programa de Ingeniería Eléctrica, Universidad Tecnológica de Pereira. AA: 97, Pereira 660003, Colombia;2. Programa de Ingeniería Eléctrica e Ingeniería Electrónica, Universidad Tecnológica de Bolívar, km 1 vía Turbaco, Cartagena, Colombia;1. School of Automotive and Traffic Engineering, Jiangsu University, Zhenjiang 212013, China;2. School of Mechanical Engineering, Southeast University, Nanjing 211189, China;3. School of Mechanical Engineering and Mechanics, Ningbo University, Ningbo 315211, China;4. College of Electronic and Optical Engineering & College of Microelectronics, Nanjing University of Posts and Telecommunications, Nanjing 210003, China
Abstract:Due to the complexity of super tall buildings, many well-known optimization algorithms are not well applicable. Using structural lateral system of super tall buildings as engineering background, the paper developed a practical fractional numerical optimization method (FNOM), which applies fractional strategy and quasi-constant assumption, to reduce material cost and embodied carbon cost by searching the optimal structural dimensions. Firstly, two kinds of relationships among optimization variables (structural dimensions), driven design constraints (the interstory drift and the natural period) and optimization objective (cost including material cost and embodied carbon cost) are mathematically modelled. Genetic algorithm (GA) is then introduced to search the optimal structural dimensions based on the quasi-constant assumption of virtual work and internal work of the inactive components. Thirdly, fractional strategy is applied to create assemblies composed of different structural component sets, and the assemblies are then to be optimized in proper sequences. Fourthly, FNOM is implemented as a user-friendly software called C-FNO to practically support the preliminary design of super-tall buildings. Finally, a 700 m high super-tall building is employed to illustrate FNOM by using C-FNO, and the results show that only three design constraints of the interstory drift, the natural period and the stress ratio need to be solved during each optimization step. Belt truss, mega column, outrigger truss and shear wall of the super tall building should be optimized in sequence to save more cost. A great amount of cost can be still saved for the super tall building with the normal traditional design.
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