Optimum Location of Outriggers with Frame-Outriggers Interaction Using GA

Publish Year: 1395
نوع سند: مقاله کنفرانسی
زبان: English
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ICCACS01_061

تاریخ نمایه سازی: 25 آذر 1395

Abstract:

There are numerous structural lateral systems used in high-rise building design suchas: shear frames, shear trusses, frames with shear core, framed tubes, trussed tubes, etc.The outriggers and belt trusses system is the one providing significant drift control forthe building where the core alone is not rigidenough to resist lateral loads. In this study,Optimum locations of the outriggers have been obtained in steel structures. Theoptimum location of outriggers is obtained in two cases and a novel evolutionaryalgorithm based upon genetic algorithm (GA) is used. In the first case, optimumlocation for outrigger is found while the sections of outrigger are constant. In the secondcase, the optimum location of outrigger is found while the sections of outrigger isdesigned with frame members. According to the results, there is 36% reduction in thetop displacement with using outrigger. Furthermore, the optimum location of outriggeris higher in the cases with interaction in comparison with constant cases

Authors

Sepideh Mohammadi Sepasi

Alumni student of M.sc., Dep. of Civil Engineering, Tabriz University

Masood Farzam

Professor asistant, Dep. of Civil Engineering, Tabriz University,

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  • McNabb J W M. B. B. Drift reduction factors for ...
  • Smith B I. S. Stafford. Parameter study of outrigger braced ...
  • Boggs P. C. and Casparini D. A. Lateral stiffness of ...
  • Rutenberg A. and Tal D. Lateral load response of belted ...
  • JM D. Optimum belt truss location for high-rise structures and ...
  • Zhang ZG F. X, Wang JJ, Wei YN, Studies On ...
  • I T. BS, Steel, Concrete, and Composite Design of Tall ...
  • G. P, Structural behavior of ultra high- rise building with ...
  • H. J. Xu PF, Xiao CZ, Li YG and Huang ...
  • F. XY, Design proposal for reinforced concrete high-rise building structure ...
  • Hoenderkamp J. C. D, Shear wall with outrigger trusses On ...
  • L. Q. Wu JR, Structural performance of multi-outrigger braced tall ...
  • Hoenderkamp J. C. D, Second outrigger at optimum location On ...
  • Goldberg D. E. and Samtani M. P, Engineering optimization via ...
  • AISC Shapes Database 14 ed: AISC. ...
  • Pezeshk S C. C, Chen D, DESIGN OF NONLINE AR ...
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