Structural Engineering and Mechanics

  • 제28권4호
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  • Pages.479-489
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  • 2008
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

A method for static and dynamic analyses of stiffened multi-bay coupled shear walls

  • 투고 : 2006.12.28
  • 심사 : 2007.12.05
  • 발행 : 2008.03.10
⟨ 이전 논문 다음 논문 ⟩

초록

In this study an approximate method based on the continuum approach and transfer matrix method for static and dynamic analyses of stiffened multi-bay coupled shear walls is presented. In this method the whole structure is idealized as a sandwich beam. Initially the differential equation of this equivalent sandwich beam is written then shape functions for each storey is obtained by the solution of differential equations. By using boundary conditions and storey transfer matrices which are obtained by these shape functions, system modes and periods can be calculated. Reliability of the study is shown with a few examples. A computer program has been developed in MATLAB and numerical samples have been solved for demonstration of the reliability of this method. The results of the samples show the agreement between the present method and the other methods given in literature.

키워드

참고문헌

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피인용 문헌

  1. Experimental Study and Numerical Simulation of Partially Prefabricated Laminated Composite RC Walls vol.14, pp.5, 2011, https://doi.org/10.1260/1369-4332.14.5.967
  2. Cyclic load experiment study on the laminated composite RC walls with different concrete ages vol.36, pp.6, 2010, https://doi.org/10.12989/sem.2010.36.6.745
  3. An investigation on the behavior of stiffened coupled shear walls considering axial force effect vol.22, pp.18, 2013, https://doi.org/10.1002/tal.1013
  4. Vibration analysis of asymmetric shear wall and thin walled open section structures using transfer matrix method vol.33, pp.1, 2008, https://doi.org/10.12989/sem.2009.33.1.095
  5. Effect of the height of SCSW on the optimal position of the stiffening beam considering axial force effect vol.41, pp.2, 2008, https://doi.org/10.12989/sem.2012.41.2.299