Analysis of RC Beam-Columns Subjected to Monotonic and Cyclic Oblique Shear and Axial Loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-021-00603-1.pdf
Reference32 articles.
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2. Lau CY, Chan SL, So AKW (1993) Biaxial bending of arbitrarily shaped reinforced concrete columns. Struct J ACI 90(3):269–278. https://doi.org/10.14359/4235
3. Afefy HME (2012) Ultimate flexural rigidity of reinforced concrete beam–column members. Proc Inst Civ EngStruct Build 165(6):299–308. https://doi.org/10.1680/stbu.10.00031
4. Morfidis K, Kiousis PD, Xenidis H (2014) A non-linear model for ultimate analysis and design of reinforced concrete structures. Comput Concr 14(6):695–710. https://doi.org/10.12989/cac.2014.14.6.695
5. Spacone E, Filippou FC, Taucer FF (1996) Fibre beam-column model for non-linear analysis of R/C frames: part I. Formul Earthq EngStruct Dyn 25(7):711–726. https://doi.org/10.1002/(SICI)1096-9845(199607)25:7%3c711::AID-EQE576%3e3.0.CO;2-9
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