318-19 Building Code Requirements for Structural Concrete and Commentary. 318-19 Building Code Requirements for Structural Concrete and Commentary. 2019. https://doi.org/10.14359/51716937.
 Naaman AE. Prestressed concrete analysis and design: Fundamentals. McGraw-Hill New York; 1982.
 Manalip H, Pinglot M, Lorrain M. Behavior of the Compressed Zone of Reinforced and Prestressed High-Strength Concrete Beams. Spec Publ 1994;149:209–26.
 Mattock AH, Yamazaki J, Kattula BT. Comparative study of prestressed concrete beams, with and without bond. J. Proc., vol. 68, 1971, p. 116–25.
 Cooke N, Park R, Yong P. Flexural Strength of Prestressed Concrete Members With Unbonded Tendons. J - Prestress Concr Inst 1981;26:52–80. https://doi.org/10.15554/pcij.11011981.52.81.
 Hussien OF, Nasr EA. Behavior of bonded and unbonded prestressed normal and high strength concrete beams. HBRC J 2012;8:239–51. https://doi.org/10.1016/j.hbrcj.2012.10.008.
 Bondy KB. Two-way post-tensioned slabs with bonded tendons. PTI J 2012;8:43–8.
 Kang TH-K, Wallace JW. Stresses in unbonded tendons of post-tensioned flat plate systems under dynamic excitation. PTI J 2008;61:45–59.
 Warnitchai P, Pongpornsup S, Prawatwong U, Pimanmas A. Seismic Performance of Post- 2004.
 Oukaili, Nazar K., Khattab MM. CRACKING AND DEFORMABILITY OF BONDED AND UNBONDED PRESTRESSED CONCRETE BEAMS UNDER MONOTONIC STATIC LOADING. Third Int. Conf. Sci. Eng. Environ., 2017, p. 190–5.
 Jeevan N, Reddy HNJ, Prabhakara R. Flexural strengthening of RC beams with externally bonded (EB) techniques using prestressed and non-prestressed CFRP laminate. Asian J Civ Eng 2018;19:893–912.
 Vengadeshwari RS, Reddy HNJ. Comparative investigation on effect of fibers in the flexural response of post tensioned beam. Asian J Civ Eng 2019;20:527–36.
 Littell JH, Corcoran J, Pillai V. Systematic reviews and meta-analysis. Oxford University Press; 2008.
 Rosenblad A. Introduction to Meta-Analysis by Michael Borenstein, Larry V. Hedges, Julian P.T. Higgins, Hannah R. Rothstein. Int Stat Rev 2009;77:478–9. https://doi.org/https://doi.org/10.1111/j.1751-5823.2009.00095_15.x.
 Kawakami M, Ito T. Nonlinear finite element analysis of prestressed concrete members using ADINA. Comput Struct 2003;81:727–34.
 Mercan B, Schultz AE, Stolarski HK. Finite element modeling of prestressed concrete spandrel beams. Eng Struct 2010;32:2804–13.
 Yu H, Jeong DY. Bond between smooth prestressing wires and concrete: finite element model and transfer length analysis for pretensioned concrete crossties. Struct. Congr. 2014, 2014, p. 797–812.
 Mohammed AH, Tayşi N, Nassani DE, Hussein AK. Finite element analysis and optimization of bonded post-tensioned concrete slabs. Cogent Eng 2017;4:1341288.
 Nikolic Z, Mihanovic A. Non‐linear finite element analysis of post‐tensioned concrete structures. Eng Comput 1997.
 Vecchio FJ, Gauvreau P, Liu K. Modeling of unbonded post-tensioned concrete beams critical in shear. ACI Struct J 2006;103:57.
 Ayoub A. Nonlinear finite-element analysis of posttensioned concrete bridge girders. J Bridg Eng 2011;16:479–89.
 Ellobody E, Bailey CG. Behaviour of unbonded post-tensioned one-way concrete slabs. Adv Struct Eng 2008;11:107–20.
 Kang THK, Huang Y, Shin M, Lee JD, Cho AS. Experimental and numerical assessment of bonded and unbonded post-tensioned concrete members. ACI Struct J 2015;112:735–48. https://doi.org/10.14359/51688194.
 Kim U, Huang Y, Chakrabarti PR, Kang THK. Modeling of post-tensioned one-way and two-way slabs with unbonded tendons. Comput Concr 2014;13:587–601.
 Yang K-H, Lee Y, Joo D-B. Flexural behavior of post-tensioned lightweight concrete continuous one-way slabs. Int J Concr Struct Mater 2016;10:425–34.
 Vakhshouri B. Experimental and numerical analysis of deflection of posttensioned lightweight concrete slabs. Mech Adv Mater Struct 2019;26:1849–57.