References
- Arslan, S. (2007). Effects of the slab discontinuities on structural systems behaviour in reinforcement buildings [M. S. thesis]. Istanbul Technical University.
- CEN (European Committee for Standardization). (2005). Design of structures for earthquake resistance-Part 1: General rules, seismic actions and rules for buildings. Eurocode 8.
- Dirikgil, T. (2020). Experimental investigation of the contributions of CFRP and externally collar strengthening to the seismic performance of RC columns with different cross-sections. Structures, 24, 266–281. https://doi.org/https://doi.org/10.1016/j.istruc.2020.01.014
- Dirikgil, T., & Atas, O. (2019). Experimental investigation of the performance of diagonal reinforcement and CFRP strengthened RC short columns. Composite Structures, 223, 110984. https://doi.org/https://doi.org/10.1016/j.compstruct.2019.110984
- Dirikgil, T., & Dugenci, O. (2018). Investigation of the performance of externally collared RC short columns via aspect ratio. Structural Engineering and Mechanics, 68(3), 277–287. https://doi.org/https://doi.org/10.12989/SEM.2018.68.3.277
- Fleischman, R. B., & Farrow, K. T. (2001). Dynamic behavior of perimeter lateral‐system structures with flexible diaphragms. Earthquake Engineering & Structural Dynamics, 30(5), 745–763.
- Florut, S. C., Sas, G., Popescu, C., & Stoian, V. (2014). Tests on reinforced concrete slabs with cut-out openings strengthened with fibre-reinforced polymers. Composites Part B: Engineering, 66, 484–493.
- Harris, H. G., & Sabnis, G. (1999). Structural modelling and experimental techniques (2nd ed., p. 37). CRC Press LLC. Chapter 2.
- IAEE (International Association for Earthquake Engineering). (2012). Regulation for seismic design. A World List.
- IBC (International Building Code). (2009). International Code Council.
- Ju, S. H., & Lin, M. C. (1999). Building analyses comparisons assuming rigid or flexible floors. Journal of Structural Engineering (Engineering), 125(1), 25–31. https://doi.org/https://doi.org/10.1061/(ASCE)0733-9445(1999)125:1(25)
- Keyvani, S., & Vaez, S. R. H. (2019). Using DLO procedure to investigate the effect of openings on ultimate load and collapse pattern of slabs. Structures, 20, 717–727. https://doi.org/https://doi.org/10.1016/j.istruc.2019.06.023
- Khajehdehi, R., & Panahshahi, N. (2016). Effect of openings on in-plane structural behavior of reinforced concrete floor slabs. Journal of Building Engineering, 7, 1–11. https://doi.org/https://doi.org/10.1016/j.jobe.2016.04.011
- Kunnath, S. K., Panahshahi, N., & Reinhorn, A. M. (1991). Seismic response of RC buildings with inelastic floor diaphragms. Journal of Structural Engineering, 117(4), 1218–1237. https://doi.org/https://doi.org/10.1061/(ASCE)0733-9445(1991)117:4(1218)
- Lee, T. K., & Pan, A. D. (2001). Analysis of composite beam-columns under lateral cyclic loading. Journal of Structural Engineering, 127(2), 186–193. https://doi.org/https://doi.org/10.1061/(ASCE)0733-9445(2001)127:2(186)
- NEL. (2016). TML strain gauge. http://www.nel.com.tr/
- Özbayrak, A., & Altun, F. (2020). Torsional effect of relation between mass and stiffness center locations and diaphragm characteristics in RC structures. Bulletin of Earthquake Engineering, 18(4), 1755–1775. https://doi.org/https://doi.org/10.1007/s10518-019-00744-8
- Özbayrak, A. (2017). Investigation of the effect of slab discontinuities on seismic behaviours in reinforced concrete structures [Doctoral thesis]. Erciyes University.
- Özsoy, İ., & Kuyucular, A. (2003). Influence of slab openings on floor displacements of reinforced concrete buildings beamed. http://www.imo.org.tr/
- Öztürk, T. (2013). Effect of openings in building slabs on the structural system behaviour. Journal of Imo, 24(1), 6233–6256.
- Qingbin, L., & Yuxian, Y. (2004). Size effect for normal strength concrete in uniaxial tension. Tsinghua Science and Technology, 9(6), 700–703.
- Saffarini, H. S., & Qudaimat, M. M. (1992). In-plane floor deformations in RC structures. Journal of Structural Engineering, 118(11), 3089–3102. https://doi.org/https://doi.org/10.1061/(ASCE)0733-9445(1992)118:11(3089)
- Seliem, H. M., Seracino, R., Sumner, E. A., & Smith, S. T. (2011). Case study on the restoration of flexural capacity of continuous one-way RC slabs with cutouts. Journal of Composites for Construction, 15(6), 992–998. https://doi.org/https://doi.org/10.1061/(ASCE)CC.1943-5614.0000232
- TEC (Specifications for the Buildings to be Constructed in Disaster Areas). (2007). Ministry of Public Works and Settlement.
- Tekdal, E. (2008). Effect of the flat slab discontinuities on reinforcement framed structures Behaviour [M. S. thesis]. Istanbul Technical University.
- Terzi, M., & Elçi, H. (2009). The effect A2 type of irregularity in the shear wall-framed reinforced concrete structures to affect cross-section. Journal of Balıkesir University Institute of Science and Technology, 11(1), 83–94.
- Timoshenko, S. P., & Goodier, J. N. (1970). Theory of elasticity (3rd ed.). McGraw-Hill Book Company.
- Timoshenko, S. P., & Woinowsky-Krieger, S. (1959). Theory of plates and shells. McGraw-Hill.
- TML. (2016). Strain gauges. http://www.tml.jp/e/index.html
- TS500 (Requirements for Design and Construction of Reinforced Concrete Structures). (2000). Turkish Standards Institute.
- Uğural, A. C. (1999). Stresses in plates and shells. New Jersey Institute of Technology.
- Verderame, G. M., Risi, M. T, D., & Ricci, P. (2018). Experimental investigation of exterior unreinforced beam-column joints with plain and deformed bars. Journal of Earthquake Engineering, 22(3), 404–434.
- Volterra, E., & Gaines, J. H. (1971). Advanced strength of materials. Prentice-Hall.