Lateral Resistance of Unreinforced Masonry Walls Strengthened With Engineered Cementitious Composite

Author:

Choi Hyun-Ki,Bae Baek-Il,Choi Chang-Sik

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference17 articles.

1. Applied Technology Council ATC (2000) Prestandard and commentary for the seismic rehabilitation of buildings. FEMA-356, Federal Emergency Management Agency, Washington, DC, 7-1-22

2. Kim YY (2005) Development of a sprayable ductile fiber reinforced cementitious composite (ECC) based on micromechanics and rheological control. J Korea Concr Inst (KCI) 15(4):557–565

3. Victor CL, Dhanada KM, Antoine EN, James KW, James ML, Hwai CW, Yasou I (1994) On the shear behavior of engineered cementitious composites. J Adv Cem Based Mater 1(3):142–149

4. ElGawady M, Lestuzzi P, Badoux M (2004) A review of retrofitting of URM walls using composites. In: 4th International conference on advanced composite materials in bridges and structures

5. ElGawady M, Lestuzzi P, Badoux M (2006) Shear strength of URM walls retrofitted using FRP. J Eng Struct 28(12):1658–1670

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