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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 106
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY
Edited by:
Paper 21

Cost Efficiency Analyses of Optimally Sized Steel Frames for Economical Design of Medium-Rise Buildings

O. Hasançebi

Department of Civil Engineering, Middle East Technical University, Ankara, Turkey

Full Bibliographic Reference for this paper
, "Cost Efficiency Analyses of Optimally Sized Steel Frames for Economical Design of Medium-Rise Buildings", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 21, 2014. doi:10.4203/ccp.106.21
Keywords: cost efficiency analysis, steel frameworks, beam-column connections, bracing configurations, structural optimization, parallel evolution strategy..

Summary
The study, in this paper, investigates cost-efficient steel frameworks for economical design of medium-rise buildings. A total of 13 steel frames that incorporate various types of beam-column connection and bracing configuration are considered for detailed and comparative cost analyses. The numerical applications are performed using a 10-story building stiffened according to each of these steel frameworks to yield 13 test frames. First design optimizations are carried out in which the total member weight in each test frame is minimized using an evolution strategy (ES) integrated parallel optimization algorithm. An extensive cost analysis is then carried out on the optimized design of each test frame to calculate its estimated construction cost using a cost model that itemizes costs of all production stages including material, manufacturing, erection and transportation. Cost-efficient frameworks are identified for the building by comparing estimated costs of the test frames. The results collected are utilized to reach certain recommendations regarding the selection of economically feasible frames for design of medium-rise steel buildings.

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