Structural Behaviour of Precast Reinforced Concrete Frames on a Non-Engineered Building Subjected to Lateral Loads


  • Mochamad Teguh


structural behaviour, precast reinforced concrete, retrofitting, strengthening, earthquake, ductility


Past earthquakes in Indonesia have caused loss of life and major damage to buildings and infrastructure. Most of the damage was experienced on non-engineered buildings, which were conventionally built with less consideration of earthquake resistant design. In this research, a precast system was introduced for non-engineered building structures to connect their practical beams and columns as a reinforced concrete frame. This paper presents experimental tests on precast reinforced concrete frames with and without infill masonry walls using local materials. All undamaged and repaired specimens were set up with the same loading arrangements where lateral loads were gradually applied to one side of the beam column joint until the ultimate load was reached. Simple retrofitting and strengthening techniques were applied to the damaged specimens were conducted. The results were compared based on the experimental tests, and showed that retrofitted and strengthened specimens significantly increased their strength, stiffness, and displacement ductility to improve the structural behaviour of non-engineered building structures.


T. Boen, “Earthquake resistant design of a non-engineered building in Indonesia,” Proc. Workshop of the EQTAP-IV, EDM Press, Dec. 2001, pp. 1-34.

S. Brzev, Earthquake-resistant confined masonry construction, Kanpur: NICEE Press, Indian Institute of Technology, 2007.

D. Kusumastuti, K. S. Pribadi, and R. Rildova, “Reducing the earthquake vulnerability of non-engineered buildings: case study of retrofitting of a school building in Indonesia,” Proc. the 14th World Conference on Earthquake Engineering, NICEE Press, Oct. 2008, pp. 1-8.

M. Teguh, “Earthquake resistant construction practices in Indonesia: a reconnaissance on vulnerable built-conventional houses for sustainable development,” Proc. The 3rd International Conference on Sustainable Built Environment (ICSBE) in collaboration with the Fourth International Seminar on Tropical Eco-Settlement (ISTEcS), FCEP Press, Oct. 2014, pp. 9–24.

BSN, Procedure of earthquake resistance for a building structure and non-building (SNI 1726-2012), Jakarta: BSN Press, 2012.

A. S. Arya, T. Boen, and Y. Ishiyama, Guideline for earthquake resistant non-engineered construction, Paris: UNESCO Press, 2014.

A. S. Arya, “Non-engineered construction in developing countries: an approach toward earthquake risk reduction,” Proc. The 12th World Conference on Earthquake Engineering, NICEE Press, Feb. 2000, pp. 2824–2846.

V. P. Jadhao and P. S. Pajgade, “Influence of masonry infill walls on seismic performance of RC framed structures: a comparison of AAC and conventional brick infill,” International Journal of Engineering and Advanced Technology, vol. 2, no. 4, pp. 148-153, April 2013.

M. Teguh and L. Makrup, “Model design of an earthquake resistant precast non-engineered house and development of retrofitting method on post-earthquake damage,” Research Report No. 1305/K5/KM/2014, Directorate General of Higher Education, Ministry of Education and Culture of Indonesia, UII Press, Sept. 2014.

M. Pasca and L. Liberatore, “Predicting models for the evaluation of out-of-plane ultimate load carrying capacity of masonry infill walls,” WIT Transactions on the Built Environment, vol. 152, pp. 83-94, 2015.

R. J. Frosch, “Seismic rehabilitation using precast infill walls,” Ph.D. dissertation, University of Texas at Austin, p. 224, 1996.

P. A. Teeuwen, “Lateral behavior of steel frames with discretely connected precast concrete infill panels,” Ph.D. dissertation, Eindhoven University of Technology, The Netherlands, p. 195, 2009.

M. Teguh, “Sharing experiences and lessons learned in a disaster management system in Indonesia,” Asian Transaction on Engineering, vol. 1, no. 5, pp. 35-44, November 2011.

S. Aaleti and S. Sritharan, “Performance verification of the PreWEC concept and development of seismic design guidelines,” Research Report No. ISU-CCEE Report 02/11, Iowa State University Press, Nov. 2011.

P. Negro and G. Toniolo, “Design guidelines for connections of precast structures under seismic actions,” JRC Scientific and Policy Report, European Union Press, Nov. 2012.

F. Christy, D. Tensing, and M. Shanthi, “Experimental study on axial compressive strength and elastic modulus of the clay and fly ash brick masonry,” Journal of Civil Engineering and Construction Technology, vol. 4, no. 4, pp. 134-141, April 2013.

Akmaluddin, R. S. Saftaningtyas, R. Rawiana, and Z. Gazalba, “Hybrid reinforced concrete frame building with pumice brick masonry infill under static lateral loading,” International Journal of Engineering & Technology, vol. 2, no. 8, pp. 1482-1491, August 2012.

N. Mojsilovis, “Tensile strength of clay block: an experimental study,” Construction and Building Materials, vol. 25, no. 11, pp. 4156-4164, 2011.

M. Corradi, A. Borri, and A. Vignoli, “Experimental study on the determination of strength of masonry walls,” Construction and Building Materials, vol. 17, no. 5, pp. 325-337, 2003.

BSN, Structural concrete requirement for buildings (SNI 2847-2013), Jakarta: BSN Press, 2013.

A. Bourzam, T. Goto, and M. Miyajima, “Shear capacity prediction of confined masonry walls subjected to cyclic lateral

loading,” Structural Eng./Earthquake Eng., JSCE, vol. 25, no. 2, pp. 47s-59s, 2008.




How to Cite

M. Teguh, “Structural Behaviour of Precast Reinforced Concrete Frames on a Non-Engineered Building Subjected to Lateral Loads”, Int. j. eng. technol. innov., vol. 6, no. 2, pp. 152–164, Apr. 2016.