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Contribution of Lightweight Brick Infiller on Strength and Stiffness of RC Columns Under Cyclic Loading


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DOI: https://doi.org/10.15866/irea.v10i5.20457

Abstract


This study has involved testings of a series of Lightweight Brick-Infilled Columns (LBIC) with the width ranging from 50, 100, 150, and 200 mm. The column specimens have been designed with uniform cross-sectional dimensions and heights of 100×200 mm and 1000 mm, respectively. All test columns have been loaded in axial compression up to 100 kN constantly. At the same time, the horizontal lateral load has been applied following a loading pattern recommended by the ACI 374.1-05 (Reapproved 2014) using the drift control. The drift ratios applied to the column specimens have started from 3.5 percent. All LBICs have been observed for their capabilities in carrying the horizontal lateral loads, column strengths, and column stiffnesses. The results have indicated that the CL1 column could anticipate a greater earthquake load than the remaining columns. However, the CL1 column had a smaller stiffness than the CL3 column. The horizontal lateral capacity of the CL1 column has been also smaller than all other columns. The results have also showed that the stiffness of the CL3 column has been greater than all the other columns, namely CL1, CL2, CL4, and CL5.
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Keywords


Column; Drift; LBICs; Stiffness; Strength

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References


Anonymous, SNI 2847:2019 Structural Concrete Requirements for Buildings (in Indonesian, Badan Standardisasi Nasional, 2019).

Anonymous, SNI 1726:2019 Earthquake Resistance Planning Standards for Building Structures (in Indonesian, Badan Standardisasi Nasional, 2019).

Wijaya H., Rajeev P., Gad E., and Amirsardari A., Effect of Infill-Wall Material Types and Modeling Techniques on the Seismic Response of Reinforced Concrete Buildings, Nat. Hazards Rev., ASCE, Vol. 21, No. 3, 04020031, 2020, pp. 1-15.
https://doi.org/10.1061/(ASCE)NH.1527-6996.0000395

Fenerci, A., The Effect of Infill Walls on the Seismic Performance of Boundary Columns in Reinforced Concrete Frames, Thesis Graduate School of Natural and Applied Sciences of Middle East Technical University, 2013.

Qian K. and Li B., Effects of Masonry Infill Wall on the Performance of RC Frames to Resist Progressive Collapse, J. Struct. Eng., ASCE, Vol. 143, No. 9, 04017118, 2017, pp. 1-17.
https://doi.org/10.1061/(ASCE)ST.1943-541X.0001860

Moretti M.L., Papatheocharis T., and Perdikaris P.C., Design of Reinforced Concrete Infilled Frames, J. Struct. Eng., ASCE, Vol. 140, No. 9, 04014062, 2014, pp. 1-10.
https://doi.org/10.1061/(ASCE)ST.1943-541X.0001042

Pradeep S., Behavior of Reinforced Concrete Frame with Short Column Effect under Lateral Cyclic Loading, Asian Journal of Civil Engineering, Springer Vol. 18, No. 6, 2017, pp. 879-891.

Mehrabi A.B., Shing P.B., Schuller M.P., and Noland J.L., Experimental Evaluation of Masonry-Infilled RC Frames, J. Struct. Eng., ASCE, Vol. 122, No. 3, 1996, pp. 228-237.
https://doi.org/10.1061/(ASCE)0733-9445(1996)122:3(228)

Shrestha B.C., Effect of Unreinforced Full and Partial Infilled Brick Masonry Wall in RC Frame under Seismic Loading, Master Thesis, Graduate School, Kasetsart University, 2008, 100 pp.

Khan, K.I. and Raza S., Seismic Performance Assessment of Masonry Infilled Reinforced Concrete (RC) Frame Structures, International Journal of Civil and Structural Engineering, Vol. 6, No. 1, May 2015, pp. 40-57.

Idrizi I. and Idrizi Z., Numerical Modeling and Analysis of Unreinforced Masonry Walls, Journal of Civil Engineering and Architecture, Vol. 11, 2017, pp. 870-878.
https://doi.org/10.17265/1934-7359/2017.09.006

Valente, M., Seismic Performance Assessment of a Masonry Infilled Ductile RC Structures, IACSIT International Journal of Engineering and Technology, Vol. 4, No. 6, Dec. 2012, pp. 701-704.
https://doi.org/10.7763/IJET.2012.V4.466

Rathore H.S. and Maru S., Seismic Evaluation of AAC block and Brick Wall Fully Infilled Building and Building Having Soft Storey at Different Floor as Per IS 1893-2016, IJSRSET, Vol. 4, Issue 4, 2018, pp. 722-730.

ACI Committee 374, ACI 374.1-05 (Reapproved 2014), Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary, An ACI Standard, American Concrete Institute 38800 Country Club Drive, Farmington Hills, MI 48331, USA, 2014.

Pudjisuryadi P. and Tavio, Axial Compressive Behavior of Square Concrete Columns Externally Collared by Light Structural Steel Angle Sections, Int. J. Appl. Eng. Res., Research India Publications, Vol. 11, No. 7, 2016, pp. 4655-4666.

Pudjisuryadi P. and Tavio, Performance of Square Reinforced Concrete Columns Externally Confined by Steel Angle Collars under Combined Axial and Lateral Load, Procedia Eng. J., Elsevier, Vol. 125, 2015, pp. 1043-1049.
https://doi.org/10.1016/j.proeng.2015.11.160

Sabariman B., Soehardjono A., Wisnumurti, Wibowo A., and Tavio, Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars, Advances in Civil Engineering, Hindawi, Vol. 2018, 6940532, 2018, pp. 1-8.
https://doi.org/10.1155/2018/6940532

Agustiar, Tavio, Raka I.G.P., and Anggraini R., Behavior of Concrete Columns Reinforced and Confined by High-Strength Steel Bars, Int. J. Civ. Eng. Tech., IAEME, Vol. 9, No. 7, 2018, pp. 1249-1257.

Tavio and Kusuma B., Ductility of Confined Reinforced Concrete Columns with Welded Reinforcement Grids, Excellence in Concrete Construction through Innovation, Proceedings of the International Conference on Concrete Construction, CRC Press, Taylor and Francis Group, 2009, pp. 339-344

Machmoed S.P., Tavio and Raka I.G.P., Potential of New Innovative Confinement for Square Reinforced Concrete Columns, J. Phys.: Conf. Ser., IOP, Vol. 1469, 012027, 2020, pp. 1-7.
https://doi.org/10.1088/1742-6596/1469/1/012027

Tavio and Kusuma B., Experimental Behavior of Concrete Columns Confined by Welded Wire Fabric as Transverse Reinforcement under Axial Compression, ACI Struct. J., American Concrete Institute, Vol. 109, No. 3, 2012, pp. 339-348.
https://doi.org/10.14359/51683747

Kusuma B. and Tavio, Axial Load Behavior of Concrete Columns with Welded Wire Fabrics as Transverse Reinforcement, Procedia Eng. J., Elsevier, Vol. 14, 2011, pp. 2039-2047.
https://doi.org/10.1016/j.proeng.2011.07.256

Sabariman B., Soehardjono A., Wisnumurti, Wibowo A. and Tavio, Stress-Strain Model for Confined Fiber-Reinforced Concrete under Axial Compression, Archives of Civil Engineering, Polish Academy of Sciences, Vol. 66, No. 2, 2020, pp. 119-133.

Tavio and Kusuma B., Investigation of Stress-Strain Models for Confinement of Concrete by Welded Wire Fabric, Procedia Eng, J., Elsevier, Vol. 14, 2011, pp. 2031-2038.
https://doi.org/10.1016/j.proeng.2011.07.255

Tavio and Kusuma B., Stress-Strain Model for High-Strength Concrete Confined by Welded Wire Fabric, J. Mat. Civ. Eng., American Society of Civil Engineers, Vol. 21, No. 1, 2009, pp. 40-45.
https://doi.org/10.1061/(ASCE)0899-1561(2009)21:1(40)

Pinto D., Tavio and Raka I.G.P., Axial Compressive Behavior of Square Concrete Columns Retrofitted with GFRP Straps, Int. J. Civ. Eng. Tech., IAEME, Vol. 10, No. 1, 2019, pp. 2388-2400.

Tavio and Kusuma B., Strength and Ductility Enhancement of Reinforced HSC Columns Confined with High-Strength Transverse Steel, Proc. Eleventh East Asia-Pacific Conf. Struct. Eng. Const., 2008, pp. 350-351.

Christianto, D., Makarim, C., Tavio, T., Jusuf, A., A Proposed Formula for Predicting Size Effect on Shear Strength of Concrete Beams Without Coarse Aggregate, (2022) International Journal on Engineering Applications (IREA), 10 (3), pp. 220-226.
https://doi.org/10.15866/irea.v10i3.20552

Shbeeb, N., Barham, W., Barsneh, H., Nonlinear Finite Element Analysis of Concrete Columns Confined by Carbon Fiber Reinforced Polymer Sheets, (2022) International Review of Civil Engineering (IRECE), 13 (4), pp. 275-289.
https://doi.org/10.15866/irece.v13i4.19631

Ali, A., Abbas, N., Axial Capacity of Rectangular Concrete-Filled Steel Tube Columns Using Artificial Neural Network, (2021) International Review of Civil Engineering (IRECE), 12 (6), pp. 389-397.
https://doi.org/10.15866/irece.v12i6.20823

Sultan, H., Mohammad, A., Qasim, O., Maula, B., Aziz, H., Ductility Factor Evaluation of Concrete Moment Frame Retrofitted by FRP Subjected to Seismic Loads, (2020) International Review of Civil Engineering (IRECE), 11 (6), pp. 275-282.
https://doi.org/10.15866/irece.v11i6.18670


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