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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 , "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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