Development of empirical models for reinforced concrete flat-slab structures using experimental results
Author:
Publisher
Springer Science and Business Media LLC
Subject
Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s41024-021-00144-z.pdf
Reference50 articles.
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2. Luo YH, Durrani A, Conte J (1995) Seismic reliability assessment of existing R/C flat-slab buildings. J Struct Eng 121:1522–1530. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:10(1522)
3. Erberik MA, Elnashai AS (2004) Fragility analysis of flat-slab structures. Eng Struct 26:937–948. https://doi.org/10.1016/j.engstruct.2004.02.012
4. Aslani H, Miranda E (2005) Fragility assessment of slab-column connections in existing non-ductile reinforced concrete buildings. J Earthq Eng 9:777–804. https://doi.org/10.1080/13632460509350566
5. Hueste MBD, Bai J-W (2007) Seismic retrofit of a reinforced concrete flat-slab structure: part I—seismic performance evaluation. Eng Struct 29:1165–1177. https://doi.org/10.1016/j.engstruct.2006.07.023
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