Flexural and Shear Behaviour of Reinforced Concrete Slab With PVC Pipe as A Cavity Forming in Two-Way System
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Jati DG. Flexible analysis of reinforced concrete plate in one direction using non linear element method. Konferensi Nasional Teknik Sipil 2013;7:S77–S84.
Aldejohann M, Schenellenbach-Held M. Investigations on the shear capacity of biaxial hollow slabs. Federation Internationale du Betton; 2004.
Prabhu Teja P, Vijay Kumar P, Anusha S, Mounika CH, Saha P. Structural behavior of bubble deck slab. IEEE-International Conference on Advances in Engineering, Science and Management, ICAESM-2012 2012;p. 383–388.
Soeharno A. Bending and Shearing Behavior of One-Way Hollow Reinforced Concrete Plates with Cast Concrete in Place. PhD thesis, Gadjah Mada University; 2009.
Schnellenbach-Held M, Pfeffer K. Punching behavior of biaxial hollow slabs. Cements and Concrete Composites 2002;24(6):551—556.
Mama BO, Nwoji CU, Ike CC, Onah HN. Analysis of Simply Supported Rectangular Kirchhoff Plates by the Finite Fourier Sine Transform Method. International Journal of Advanced Engineering Research and Science 2017;4(3):285–291.
E2322-03 A. Standard Test Method for Conducting Transverse and Concentrated Load Tests on Panels used in Floor and Roof Construction. West Conshohocken, PA: ASTM International; 2015. https://www.astm.org.
Public Work Department. Standar Nasional Indonesia 2847:2019 Procedure for Calculation of Reinforced Concrete Structures for Buildings. Jakarta, Indonesia: Badan Standardisasi Nasional; 2019.
DOI: http://dx.doi.org/10.12962/j20882033.v31i3.7077
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