Ultimate Drift Capacity of Flexure-Dominant Reinforced Concrete Masonry Shear Wall
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-34027-7_11
Reference24 articles.
1. Abdullah S, Wallace J (2019) Drift capacity of RC structural walls with special boundary elements. ACI Struct J 116:183–194. https://doi.org/10.14359/51710864
2. Ahmadi F, Hernandez J, Sherman J, Kapoi C, Klingner RE, McLean DI (2014) Seismic performance of cantilever-reinforced concrete masonry shear walls. J Struct Eng 140(9):04014051. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000941
3. Aly N, Galal K (2020a) Experimental investigation of axial load and detailing effects on the inelastic response of reinforced-concrete masonry structural walls with boundary elements. J Struct Eng 146(12):04020259. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002842
4. Aly N, Galal K (2020) In-plane cyclic response of high-rise reinforced concrete masonry structural walls with boundary elements. Eng Struct 219:110771. https://doi.org/10.1016/j.engstruct.2020.110771
5. Banting BR, El-Dakhakhni WW (2012) Force- and displacement-based seismic performance parameters for reinforced masonry structural walls with boundary elements. J Struct Eng 138(12):1477–1491. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000572
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