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
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References
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.
Clough R. W., Penzien J. (1993) Dynamics of Structures, McGraw-Hill Inc., USA.
Meirovitch L. (1980) Computer Methods in Structural Dynamics, Sijthoff and Norrdho., Netherlands.
Rosman R. (1964) Approximate Analysis of Shear Walls Subject to Lateral Loads, Journal of the American Concrete Institute 61 717–732.
Wilson E. L. (1997) SAP2000 Integrated Finite Element Analysis and Design of Structures 1–2, C&S Inc., USA.
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Aksoğan, O., Choo, B., Bikçe, M., Emsen, E., Reşatoğlu, R. (2006). A COMPARATIVE STUDYON THE DYNAMIC ANALYSIS OF MULTI-BAY STIFFENED COUPLED SHEAR WALLS WITH SEMI-RIGID CONNECTIONS. In: İnan, E., Kırış, A. (eds) Vibration Problems ICOVP 2005. Springer Proceedings in Physics, vol 111. Springer, Dordrecht. https://doi.org/10.1007/978-1-4020-5401-3_4
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DOI: https://doi.org/10.1007/978-1-4020-5401-3_4
Publisher Name: Springer, Dordrecht
Print ISBN: 978-1-4020-5400-6
Online ISBN: 978-1-4020-5401-3
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