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A Study on Pushover Analysis of Frame Structure Infilled with Low-Rise Reinforced Concrete Wall

Published online by Cambridge University Press:  05 May 2011

M. -C. Lai  and
Y. -C. Sung
M. -C. Lai*
Affiliation:
Department of Civil Engineering, National Taipei University of Technology, Taipei, Taiwan 10608, R.O.C.
Y. -C. Sung*
Affiliation:
Department of Civil Engineering, National Taipei University of Technology, Taipei, Taiwan 10608, R.O.C.
*
* Graduate student
** Associate Professor, corresponding author
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Abstract

This paper focused on the pushover analysis of a frame structure infilled with low-rise reinforced concrete (RC) wall. The softening model of concrete as well as the elastoplastic model of reinforcement was considered in the analysis associated with the equilibrium and compatibility conditions. Accordingly, the shear load-deformation relationship of the wall subjected to monotonic lateral load can be analyzed through the proposed analysis procedure. Based on the relationship obtained, we employed a single equivalent structural strut represented by a nonlinear axial member, acting in the diagonal direction of the frame, in simulating the infilled RC wall to simplify the framed wall model. As a result, the sequential pushover analysis of the whole structure could be performed easily and efficiently based on the realistic procedure proposed.

To validate the proposed approach, reported results from the cyclic loading tests of fifteen specimens were adopted for the correlation. Based on the correlation, it is found that this study can provide an acceptable result of the pushover analysis and give an insight into progressive failure consequence of the framed wall structure. The proposed procedure simplifying the structural model helps the practical engineers get a higher efficiency while performing seismic evaluation and retrofit design of the high-redundancy frame structure with numerous infilled low-rise RC walls.

Keywords

Fixed angle softened modelMohr circleEquivalent diagonal structural strut
Type
Articles
Information
Journal of Mechanics , Volume 24 , Issue 4 , December 2008 , pp. 437 - 449
Copyright
Copyright © The Society of Theoretical and Applied Mechanics, R.O.C. 2008

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References

1.Vecchio, F. J. and Collins, M. P., “Compression Response of Cracked Reinforced Concrete,” Journal of Structure Engineering, ASCE, 119, pp. 3590–3610 (1993).CrossRefGoogle Scholar
2.Pang, X. B. and Hsu, T. C., “Fixed Angle Softened Truss Model for Reinforced Concrete,” ACI Structural Journal, 93, pp. 197–207 (1996).Google Scholar
3.Hsu, T. C. and Mo, Y. L., “Softening of Concrete in LowRise Shearwalls,” ACI Structural Journal, 82, pp. 883–889 (1985).Google Scholar
4.Mau, S. T. and Hsu, T. C., “Shear Behavior of Reinforced Concrete Framed Wall Panels with Vertical Loads,” ACI Structural Journal, 84, pp. 228–235 (1987).Google Scholar
5.Gupta, A. and Rangan, B. V., “High-Strength Concrete (HSC) Structural Walls,” ACI Structural Journal, 95, pp. 194–204 (1998).Google Scholar
6.Hwang, S. J., Fang, W. H., Lee, H. J. and Yu, H. W., “Analytical Model for Predicting Shear Strength of Squat Walls,” Journal of Structure Engineering, ASCE, 127, pp. 43–50(2001).CrossRefGoogle Scholar
7.Kwak, H. G. and Kim, D. Y., “Material Nonlinear Analysis of RC Shear Walls Subject to Monotonic Loadings,” Journal of Engineering Structures, 26, pp. 1517–1533 (2004).CrossRefGoogle Scholar
8.Hus, T. C., Unified Theory of Reinforced Concrete, CRC Press, Inc. (1993).Google Scholar
9.Belarbi, A. and Hsu, T. C., “Constitutive Laws of Softened Concrete in Biaxial Tension - Compression,” ACI Structural Journal, 92, pp. 562–573 (1995).Google Scholar
10.Lu, W. Y., “A Study on the Safety of the Shear Capacity Design of Reinforced Concrete Beam-Column Joints,” Journal of Mechanics, 22, pp. 311–320 (2006).CrossRefGoogle Scholar
11.Sung, Y. C., Liu, K. Y., Su, C. K., Tsai, I. C. and Chang, K. C., “A Study on Pushover Analyses of Reinforced Concrete Columns,” Journal of Structural Engineering and Mechanics, 21, pp. 35–52 (2005).CrossRefGoogle Scholar
12.Benjamin, J. R. and Williams, H. A., “The Behavior of One-Story Reinforced Concrete Shear Walls,” Journal of Structure Div., ASCE, 83, pp. 1–49 (1957).Google Scholar
13.Hirosawa, M., “Past Experimental Results on Reinforced Concrete Shear Walls and Analysis on Then, Kenchiku Kenkyu Shiryo,” Build. Res. Inst., Ministry of Construction, Tokyo, Japanese (1975).Google Scholar
14.Yamada, M., Kawamura, H. and Katagihara, K., “Reinforced Concrete Shear Wall Without Openings: Test and Analysis - Shear in Reinforced Concrete,” Report No. SP-42, American Concrete Institute, Farmington Hills, Mich (1974).Google Scholar
15. Computers and Structures, Inc., ETABS, Version 8.4.8, Berkeley, California (1995).Google Scholar