Title of article
Cost optimisation of reinforced concrete flat slab buildings
Author/Authors
Sahab، نويسنده , , M.G. and Ashour، نويسنده , , A.F. and Toropov، نويسنده , , V.V.، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2005
Pages
10
From page
313
To page
322
Abstract
Cost optimisation of reinforced concrete flat slab buildings according to the British Code of Practice (BS8110) is presented. The objective function is the total cost of the building including the cost of floors, columns and foundations. The cost of each structural element covers that of material and labour for reinforcement, concrete and formwork. The structure is modelled and analysed using the equivalent frame method. The optimisation process is handled in three different levels. In the first level, the optimum column layout is achieved by an exhaustive search. In the second level, using a hybrid optimisation algorithm, the optimum dimensions of columns and slab thickness for each column layout are found. In this hybrid algorithm, a genetic algorithm is used for a global search, followed by a discretised form of the Hook and Jeeves method. In the third level, an exhaustive search is employed to determine the optimum number and size of reinforcing bars of reinforced concrete members. Cost optimisation for three reinforced concrete flat slab buildings is illustrated and the results of the optimum and conventional design procedures are compared.
Keywords
Flat slab buildings , Reinforced concrete , genetic algorithm , Hybrid optimisation algorithm , Structural optimisation
Journal title
Engineering Structures
Serial Year
2005
Journal title
Engineering Structures
Record number
1640077
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