Analytical Investigation of Infilled Frames with Openings Under Static Loading
Author:
Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-6978-1_17
Reference12 articles.
1. Teguh M (2017) Experimental evaluation of masonry infill walls of RC frame buildings subjected to cyclic loads. Procedia Eng 171:191–200. https://doi.org/10.1016/j.proeng.2017.01.326
2. Sukrawa M, Budiwati IAM (2019) Analysis and design methods for infilled frames with confined openings. Int J Technol 10(2):394–404. https://doi.org/10.14716/ijtech.v10i2.2467
3. Penava D, Sarhosis V, Kožar I, Guljaš I (2018) Contribution of RC columns and masonry wall to the shear resistance of masonry infilled RC frames containing different in size window and door openings. Eng Struct 172(June):105–130. https://doi.org/10.1016/j.engstruct.2018.06.007
4. Jiang H, Liu X, Mao J (2015) Full-scale experimental study on masonry infilled RC moment-resisting frames under cyclic loads. Eng Struct 91:70–84. https://doi.org/10.1016/j.engstruct.2015.02.008
5. Hammoudah SMW, Chaudhary MTA, Essawy AS (2018) Experimental investigation of interface stiffness between concrete masonry infill and reinforced concrete frames. Eng Struct 171(June):779–793. https://doi.org/10.1016/j.engstruct.2018.06.035
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