Advertisement

Analysis of Coupled Steel Plate Shear Walls with Outrigger System for Tall Buildings

  • Mohsenali ShayanfarEmail author
  • Vahid Broujerdian
  • Ali Ghamari
Research Paper
  • 10 Downloads

Abstract

Steel plate shear wall (SPSW) had shown a good performance against lateral load in laboratories and last earthquakes. Despite its high shear stiffness, its low bending stiffness is the main concern about this system. Outriggers in conjunction with coupled SPSW that is investigated in this paper form an effective system with a high shear and bending stiffness as well as great strength. To overcome determining the optimal location of outrigger in the system, equations governing the behavior of the proposed combined system are obtained. The results of the proposed equations are in good agreement with the results of the finite element model. The findings indicate that the location of an outrigger is much more important than its rigidity. Moreover, this study shows that column rigidity has a minor effect on controlling the lateral deformations. In addition, by increasing the rigidity of beams, the lateral drift of a building structure diminishes.

Keywords

Outrigger Steel shear wall Coupled wall Drift Stiffness 

References

  1. Astaneh-Asl A (2000) Seismic behavior and design, of steel plate shear walls. Steel tips report: structural Steel Educational Council (CA)Google Scholar
  2. Broujerdian V, Ghamari A, Ghadami A (2016) An investigation into crack and its growth on the seismic behavior of steel shear walls. Thin Walled Struct 101:205–212CrossRefGoogle Scholar
  3. Broujerdian V, Shayanfar M, Ghamari A (2017) Corner crack effect on steel plate shear wall. Civ Eng Infrastruct J 50(2):311–332Google Scholar
  4. Chan HC, Kuang JS (1989) Stiffened coupled shear walls. J Eng Mech (ASCE) 115(4):689–703CrossRefGoogle Scholar
  5. Coull A, Bensmail L (1991) Stiffened coupled shear walls. J Struct Eng (ASCE) 117(8):2205–2223CrossRefGoogle Scholar
  6. Hatami F, Ghamari A, Hatami F (2014) Effect of fiber angle on LYP steel shear walls behavior. J Central South Univ 21:768–774CrossRefGoogle Scholar
  7. Hibbitt H, Karlsson B, Sorensen P (2012) ABAQUS theory manual, version 6.12. Pawtucket, Rhode IslandGoogle Scholar
  8. Hoendderkamp JCD (2011) The influence of single shear walls on the behaviour of coupled shear walls in high-rise structures, the twelfth East Asia-Pacific conference on structural engineering and construction. Proc Eng 14:1816–1824CrossRefGoogle Scholar
  9. Hosseinzadeh L, Emami F, Mofid M (2017) Experimental investigation on the behavior of corrugated steel shear wall subjected to the different angle of trapezoidal plate. Struct Design Tall Spec Build.  https://doi.org/10.1002/tal.1390 Google Scholar
  10. Li CH, Tsai KC, Chang JT, Lin CH (2011a) Cyclic test of a coupled steel plate shear wall substructure, the twelfth East Asia-Pacific conference on structural engineering and construction. Proc Eng 14:582–589CrossRefGoogle Scholar
  11. Li CH, Tsai KC, Chang JT, Lin CH (2011b) Cyclic test of a coupled steel plate shear wall substructure. Proc Eng 14:45–56Google Scholar
  12. Qu WL, Xu YL (2001) Semi- active control of seismic response of tall buildings with podium structure using ER/MR dampers. Struct Design Tall Build.  https://doi.org/10.1002/tal.177 Google Scholar
  13. Simonsen B, Tornqvist R (2004) Experimental and numerical modelling of ductile crack propagation in large-scale shell structures. Mar Struct 17:1–27CrossRefGoogle Scholar
  14. Taranath BS (2012) Structural analysis and design of tall buildings steel and composite construction. Taylor & Francis Group, LLC CRC Press, Boca RatonGoogle Scholar
  15. Timler PA, Kulak GL (1983) Experimental study of steel plate shear walls, structural engineering report no 114. Department of Civil Engineering, University of Alberta, Edmonton, ABGoogle Scholar
  16. Vetr M, Shirali N, Ghamari A (2016) Seismic resistance of a hybrid shear wall (HSW) systems. J Constr Steel Res 116:247–270CrossRefGoogle Scholar
  17. Zhou Y, Lu X, Dong Y (2010) Seismic behaviour of composite shear walls with multi- embedded steel sections. Part I: experiment. Struct Design Tall Spec Build 19:618–636CrossRefGoogle Scholar

Copyright information

© Shiraz University 2019

Authors and Affiliations

  • Mohsenali Shayanfar
    • 1
    Email author
  • Vahid Broujerdian
    • 2
  • Ali Ghamari
    • 2
  1. 1.Center of Excellence for Fundamental Studies in Structural EngineeringIran University of Science and TechnologyTehranIran
  2. 2.Iran University of Science and TechnologyTehranIran

Personalised recommendations