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A COMPARATIVE STUDYON THE DYNAMIC ANALYSIS OF MULTI-BAY STIFFENED COUPLED SHEAR WALLS WITH SEMI-RIGID CONNECTIONS

  • O. Aksoğan
  • B.S. Choo
  • M. Bikçe
  • E. Emsen
  • R. Reşatoğlu
Conference paper
  • 1.3k Downloads
Part of the Springer Proceedings in Physics book series (SPPHY, volume 111)

Abstract

The present work considers dynamic analysis of multi-bay shear walls having any number of stiffening beams resting on rigid foundations.

Keywords

American Concrete Institute Rigid Foundation Newmark Method Continuous Connection Time Dependent Loading 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. Aksoğan O., Arslan H. M., Choo B. S. (2003) Forced Vibration Analysis of Stiffened Coupled Shear Walls Using Continuous Connection Method, Eng. Struct. 25 499–506.CrossRefGoogle Scholar
  2. Clough R. W., Penzien J. (1993) Dynamics of Structures, McGraw-Hill Inc., USA.Google Scholar
  3. Meirovitch L. (1980) Computer Methods in Structural Dynamics, Sijthoff and Norrdho., Netherlands.Google Scholar
  4. Rosman R. (1964) Approximate Analysis of Shear Walls Subject to Lateral Loads, Journal of the American Concrete Institute 61 717–732.Google Scholar
  5. Wilson E. L. (1997) SAP2000 Integrated Finite Element Analysis and Design of Structures 1–2, C&S Inc., USA.Google Scholar

Copyright information

© Springer 2006

Authors and Affiliations

  • O. Aksoğan
    • 1
  • B.S. Choo
    • 2
  • M. Bikçe
    • 3
  • E. Emsen
    • 1
  • R. Reşatoğlu
    • 1
  1. 1.Department of Civil EngineeringÇukurova UniversityAdanaTurkey
  2. 2.School of the Built Environment Faculty of Engineering & ComputingNapier UniversityEdinburghUK
  3. 3.Department of Civil EngineeringUniversity of Mustafa KemalHatayTurkey

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