[1]
Zhuo Liu: Experimental study and Finite Element Analysis (FEA) on the aseismic behavior of concrete shear walls with steel-encasing reinforcement, In Chinese, (2009).
Google Scholar
[2]
Xide Li, Bingyan Xu, Zhenhua Sun: Research on the mechanical characteristics of concrete reinforced with carbon fiber, Building Technique Development, In Chinese, June, (2002).
Google Scholar
[3]
Meftah, Sid Ahmed, Tounsi, Abdelouahed Source: Lateral stiffness and vibration characteristics of damaged RC coupled shear walls strengthened with thin composite plates, Building and Environment, V42, N10, October, (2007).
DOI: 10.1016/j.buildenv.2006.10.049
Google Scholar
[4]
Mingxue Liu: Research on the ductility of shear walls improved with CFS, In Chinese, (2004).
Google Scholar
[5]
Konstantinos K, Antoniades, Thomas N. Salonikios and Andreas J. Kappos: Evaluation of hysteretic response and strength of repaired R/C walls strengthened with FRP, Engineering Structures, Volume 29, Issue9, Sep, (2007).
DOI: 10.1016/j.engstruct.2006.11.021
Google Scholar
[6]
Jutao Zhang, Huaye Mao: The application of steel-bonded reinforcement design in high-rise shear walls structure, Building Structure, In Chinese, (1996).
Google Scholar
[7]
Jun Zhao, Huasong Zhang, Ming Zhang: Calculation for normal section bearing capacity of shear walls reinforced with carbon fiber , Henan Technology, In Chinese, December, (2007).
Google Scholar
[8]
Huasong Zhang: Experimental research on the flexural behavior and aseismic behavior of shear walls reinforced with carbon fiber, In Chinese, (2008).
Google Scholar
[9]
Guangyuan Sheng: Study on the aseismic behavior of concrete shear walls reinforced with steel, In Chinese, (2006).
Google Scholar
[10]
Peng Pan, Kailai Deng, Yuanyuan Shi: Experimental research on the unilateral anti-seismic strength of low reinforced shear walls, In Chinese, April, (2013).
Google Scholar
[11]
Hongmei Zhang, Xilin Lv: Experimental study on the aseismic behavior of concrete shear walls reinforced with steel, Structure Engineer, In Chinese, (2007).
Google Scholar
[12]
Lombard . J , Lau , D . T . Humar, J. L and Foo, S, and Cheng, M. S: Seismic strengthening and repair of RC sheer walls, Proc, of 12WCEE [C]. Paper No. 2032, Auckland, New Zealand, Jan, (2000).
Google Scholar
[13]
Architectural Association of Japan: Examples of anti-seismic strengthening for RC buildings, Japan SYC Printing Corp, (1997).
Google Scholar
[14]
James Paterson, Denis Mitchell, M. ASCE: Seismic Retrofit of Shear Walls with Headed Bars and Carbon Fiber Wrap, (2003).
DOI: 10.1061/(asce)0733-9445(2003)129:5(606)
Google Scholar
[15]
Altin, Sinan, Anil, Özgür, Kopraman, Yağmur, Kara, M. Emin: Hysteretic behavior of RC shear walls strengthened with CFRP strips, Engineering, Jan, (2013).
DOI: 10.1016/j.compositesb.2012.05.009
Google Scholar
[16]
Altin, Sinan, Kopraman, Yağmur, Baran, Mehmet: Strengthening of RC walls using externally bonding of steel strips, Engineering Structures, Apr, (2013).
DOI: 10.1016/j.engstruct.2012.12.022
Google Scholar
[17]
W. Leonardo, Cortes-Puentes, Dan Palermo: Modeling seismically repaired and retrofitted reinforced concrete shear walls, In Chinese, (2011).
DOI: 10.12989/cac.2011.8.5.541
Google Scholar
[18]
Xujiang Mei, Mingzhou Su, Yun Shi, Chunyun Jiang: Experimental research on the performance of steel angle reinforcement at the shear walls bottom, In Chinese, Sep, (2012).
Google Scholar
[19]
Lianrui Zhao, Zhigang Liu: The application of enlarging section reinforcement in high-rise shear walls structure, Ningxia Engineering Technology, In Chinese, (2005).
Google Scholar
[20]
Zhongjian Ma, ZhanhuaYang, Yong Zhang: The application of steel-bonded reinforcement to the shear walls strengthening projects, In Chinese, July, (2011).
Google Scholar
