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On-line Access: 2024-08-27

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Journal of Zhejiang University SCIENCE A 2010 Vol.11 No.3 P.202-211

http://doi.org/10.1631/jzus.A0900400


Behavior of reinforced concrete structural walls with various opening locations: experiments and macro model


Author(s):  Ji-yang WANG, Masanobu SAKASHITA, Susumu KONO, Hitoshi TANAKA, Wen-juan LOU

Affiliation(s):  Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China; more

Corresponding email(s):   jiyang.wang@gmail.com

Key Words:  Structural wall, Shear behavior, Multiple modified macro model, Various opening locations, Opening ratio


Ji-yang WANG, Masanobu SAKASHITA, Susumu KONO, Hitoshi TANAKA, Wen-juan LOU. Behavior of reinforced concrete structural walls with various opening locations: experiments and macro model[J]. Journal of Zhejiang University Science A, 2010, 11(3): 202-211.

@article{title="Behavior of reinforced concrete structural walls with various opening locations: experiments and macro model",
author="Ji-yang WANG, Masanobu SAKASHITA, Susumu KONO, Hitoshi TANAKA, Wen-juan LOU",
journal="Journal of Zhejiang University Science A",
volume="11",
number="3",
pages="202-211",
year="2010",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A0900400"
}

%0 Journal Article
%T Behavior of reinforced concrete structural walls with various opening locations: experiments and macro model
%A Ji-yang WANG
%A Masanobu SAKASHITA
%A Susumu KONO
%A Hitoshi TANAKA
%A Wen-juan LOU
%J Journal of Zhejiang University SCIENCE A
%V 11
%N 3
%P 202-211
%@ 1673-565X
%D 2010
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A0900400

TY - JOUR
T1 - Behavior of reinforced concrete structural walls with various opening locations: experiments and macro model
A1 - Ji-yang WANG
A1 - Masanobu SAKASHITA
A1 - Susumu KONO
A1 - Hitoshi TANAKA
A1 - Wen-juan LOU
J0 - Journal of Zhejiang University Science A
VL - 11
IS - 3
SP - 202
EP - 211
%@ 1673-565X
Y1 - 2010
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A0900400


Abstract: 
Two experimental tests of three-storied reinforced concrete structural walls having large openings were performed. Based on an original macro model, a multiple modified macro-model was proposed to develop a simple method to design a reinforced concrete structural wall with large openings and various opening locations. The interaction between reinforcement ties and concrete struts formed along the perimeter of openings was neglected in the original model. However, the strut-and-tie node was proposed to take account of such interaction in the proposed model. The predicted behavior of two specimens using such a proposed model was compared with the experimental results. It is shown that the behavior of structural walls with large openings could be modeled well using the proposed model. Moreover, the study indicates that the proposed model is applicable even in cases of multi-story structural walls having large openings and various opening locations.

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1] ACI Committee 318, 2008. ACI 318-08/318R-08, Building Code Requirements for Structural Concrete and Commentary. American Concrete Institute, Appendix A, p.378-394.

[2] AIJ, 1999. AIJ Standard for structural calculation of reinforced concrete structures based on allowable stress concept. Architecture Institute of Japan Press, Tokyo, Japan.

[3] Belarbi, H., Hsu, T.C.C., 1994. Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete. ACI Structural Journal, 91(4):465-474.

[4] Fujita, T., Shirai, N., Watanabe, K., 2001. Seismic response analysis of RC shear walls by nonlinear FEM. Transaction of the Japan Concrete Institute, 23:223-230.

[5] GB50011-2001, 2008. Code for Seismic Design of Building. Architecture & Building Press, Beijing, China.

[6] Ghobarah, A., Youssef, M., 1999. Modeling of reinforced concrete structural walls. Engineering Structures, 21(10):912-923.

[7] Hwang, S.J., Fang, W.H., Lee, H.J., Yu, H.W., 2001. Analytical model for predicting shear strength of squat walls. Journal of Structural Engineering, ASCE, 127(1):43-50.

[8] Inoue, N., Yang, K.J., Shibata, A., 1998. Dynamic nonlinear analysis of reinforced concrete shear wall by finite element method with explicit analytical procedure. Earthquake Engineering & Structural Dynamics, 26(9):967-986.

[9] Jalali, A., Dashti, F., 2008. Nonlinear Behavior of Reinforced Concrete Shear Walls Using Macro Model. AIP Conference Proceedings of Seismic Engineering Conference: Commemorating the 1908 Messina and Reggio Calabria Earthquake, 1020:979-986.

[10] Orakcal, K., Wallance, J.W., 2006. Flexural modeling of reinforced concrete walls-experimental verification. ACI Structural Journal, 103(2):196-206.

[11] Orakcal, K., Wallance, J.W., Conte, J.P., 2004. Flexural modeling of reinforced concrete walls-model attributes. ACI Structural Journal, 101(5):688-698.

[12] Palermo, D., Vecchio, F.J., 2007. Simulation of cyclically loaded concrete structures based on the finite-element method. Journal of Structural Engineering, 133(5):728-738.

[13] Paulay, T., Priestley, M.J.N., 1992. Seismic Design of Reinforced Concrete and Masonry Buildings. John Wiley and Sons, New York, p.486-488.

[14] Popovics, S., 1971. Factors Affecting the Elastic Deformation of Concrete. Proceedings of the International Conference on Materials, Kyoto, IV:172.

[15] Schlaich, J., Schäfer, K., 1991. Design and detailing of structural concrete using strut-and-tie models. The Structural Engineer, 69(6):113-125.

[16] Takehara, M., Motitsuki, M., 1993. Elasto-plastic Analysis of Framed Shear Walls with an Opening Using Macro Model. Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structures IV:303-304 (in Japanese).

[17] Tan, K.H., Tong, K., Tang, C.Y., 2003. Consistent strut-and-tie modeling of deep beams with web openings. Magazine of Concrete Research, 55(1):65-75.

[18] Tjhin, T.N., Kuchma, D.A., 2002. Computer-based tools for design by the strut-and-tie method: advances and challenges. ACI Structural Journal, 99(5):586-594.

[19] Vecchio, F.J., Collins, M.P., 1986. The modified compression field theory for reinforced concrete elements subjected to shear. ACI Structural Journal, 83(2):219-231.

[20] Warashina, M., Mori, K., Wang, J.Y., Sakashita, M., Kono, S., 2007. Shear Behavior of Multi-story Shearwalls with Eccentric Openings. Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structures IV:677-682 (in Japanese).

[21] Warashina, M., Kono, S., Sakashita, M., Tanaka, H., 2008. Shear Behavior of Multi-story RC Structural Walls with Eccentric Openings. The 14th World Conference on Earthquake Engineering, Beijing, China, S15-029.

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