پژوهشگاه بینالمللی زلزلهشناسی و مهندسی زلزله، دستورالعمل کاربردی بهسازی لرزهای، مشخصات فنی و جزئیات اجرایی به روش دیوار برشی، 1390، 2266.
ضیاییفر م، صبوری ج، عالمیفز، "مطالعه رفتار لرزهای دیوارهای برشی با رفتار دوگانه شکلپذیر"، 1390، مجله امیرکبیر، 43 (1).
Hsu TTC, “Behavior and analysis of 100m pa concrete membrane elements”, Journal of Structural Engineering, ASC, 1998, 124 (1), 24-34.
Hwang SJ, Lee HJ, “Analytical model for predicting shear strengths of reinforced concrete beam-column joints for seismic resistance”, 2001, ACI Structures Journal, 97 (1), 35-44.
Jiang H, Lu X, Kwan AKH, Cheung YK, “Study on seismic slit shear wall with cyclic experiment and macro-model analysis”, Structural Engineering and Mechanics, 2003, 16 (4), 371-390.
Kwan AKH, Dai H, Cheimg YK, “Non- linear seismic response of reinforced concrete slit Shear walls”, Journal of Sound and Vibration, 1999, 226 (4), 701-718.
Kwan AKH, Lu XL, Cheung YK, “Elastic analysis of slit shear walls”, International Journal of Structures, 1993, 13 (2), 75-92.
Lestuzzi P, Greifenhagen C, “Static cyclic tests on lightly reinforced concrete shear walls”, Engineering Structures 27, 2005, 1703-1712.
Lu XL, Wu XH, “Shaking table test and analysis of a new type of shear wall with seismic control device”, 11th World Conference on Earthquake Engineering, 1996, Paper No. 10.
Nuclear Power Engineering Corporation of Japan (NUPEC), “Comparison Report, Seismic Shear Wall ISP, NUPEC’s Seismic Ultimate Dynamic Response Test”, 1996, Report No. NU-SSWISP- D014, Organization for Economic Co-Operation and Development, Paris, 407.
OECD/NEA/CSNI, “Shear Wall ISP NUPEC’s Seismic Ultimate Dynamic Response Test Comparison Report Issy Les Moulineaux”, France, 1991, Report No. OCDE/GD (96) 188, Committee on the Safety of Nuclear Installations OECD Nuclear Energy Agency, 412.
Palermo D, Vecchio FJ, “Behavior and analysis of reinforced concrete walls subjected to reversed cyclic loading”, PhD. Thesis, Toronto University, May 2002, 1-351.
Sanada Y, Hirose T, Yorkinov B, “Seismic testing of reinforced concrete shear for detecting a structural weak point”, International Conference on Construction and Building Technology, ICCBT, 2008, C 20, 223-234.
Synge AJ, “Ductility of shear walls”, Research Report 80-8, Department of Civil Engineering, University of Canter Bury, Christchurch New Zealand, 1980, 141.
Ueda M, Seya H, Ohmiya Y, Taniguchi H, Kambayashi A, “Nonlinear analysis on RC shear wall shaking table test”, 14th International Conference on Structural Mechanics in Reactor Technology (SMiRT14), Lyon, France, August 1997, 17-22, 433-440.
Werasak R, Mange J, “Analysis modeling of seismic behavior of lightweight concrete shear walls”, Proceedings of the International Multi Conference of Engineers and Computer Scientists, 2009, Vol. II, IMECS, March 18-20, 978-988, 17012-7-5.
Wood SL, “Shear Strength of Low-Rise Reinforced Concrete Walls”, ACI Structural, Jan-Feb., 1990, Journal, 87 (1), 99-107.
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