Experimental studies on behavior of fully grouted reinforced-concrete masonry shear walls

Author:

Zhao Yan,Wang Fenglai

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Bennett R and Wael W (2014), “Seismic Performance Quantification of Reinforced Masonry Structural Walls with Boundary Elements,” Journal of Structural Engineering, 140(1): 1–15.

2. Chopra A K (2000), Dynamics of Structur es: Theory and Application to Earthquake Engineering, 2nd ed., Prentice Hall, Inc., New Jersey, 338–345.

3. Davis CL (2008), “Evaluation of Design Provisions for In-plane Shear in Masonry Walls,” M.Sc. Thesis, Department of Civil and Environmental Engineering, Washington State University, Pullman, WA, 29–48.

4. Farhad A, Jaime H and Jacob S (2014), “Seismic Performance of Canti lever-reinforced Concrete Masonry Shear Walls,” Journal of Structural Engineering, 140(5): 1–18.

5. Haach VG, Vasconcelos G and Lourenço PB (2010), “Experimental Analysis of Reinforced Concrete Block Masonry Walls Subjected to In-plane Cyclic Loading,” Journal of Structural Engineering, 136(4): 452–462.

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