Dynamic Characteristics of a Model and Prototype for 3D-RC Structure

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Abstract

Infill walls provide durable and economical partitions that have relatively excellent thermal and sound insulation with high fire resistance. Monolithic infilled walls are provided within RC structures without being analyzed as a combination of concrete and brick elements, although in reality they act as a single unit during earthquakes. The performance of such structures during earthquakes has proved to be superior in comparison to bare frames in terms of stiffness, strength and energy dissipation. To know the dynamic characteristics of monolithic infill wall panels and masonry infill, modal, response spectrum and time history analyses have been carried out on a model and prototype of a 3D RC structure for a comparative study.

AS3600-2001, Concrete Structures, Standards Australia, Sydney, Australia 2001.

BS8110-1997, Structural Use of Concrete, Part 1 - Code of Practice for Design and Construction, British Standards Institution, London, 1997.

Chethan K, R. Ramesh Babu, Katta Venkataramana and Akanshu Sharma (2009), “Studies on Dynamic Characteristics of 3D Reinforced Concrete Frame with masonry Infill,” Journal of CPRI, Vol 5 (2).

Doh, J. H. and Fragomani, S. (2005), “Evaluation of Experimental Work on Concrete Walls in One and Two-way Action,” Australian Journal of Structural Engineering, Vol 6, No 1, pp 37-52.

Doh, J. H., Lee, D. J., Guan, H., and Loo, Y. C., (2008), “Concrete Wall with Various Support Conditions” The 4th International Conference on Advances in Structural Engineering and Mechanics (ASEM’08), CD ROM Proceeding, Jeju, Korea, May 26-28, 2008, pp. 967-975.

Doh, J. H. (2002), “Experimental and theoretical studies of normal and high strength concrete wall panels,” PhD Thesis, Griffith University, Gold Coast, Australia 2002.

Fragomeni et al. (1995), “Concrete walls with and without openings supported on three sides”, National Library of Australia.

Fragomeni, S. and Mendis, P. A. (1999), “Applicability of Current ACI318 Wall Design Formula for High Strength Concrete Walls,” Advances in Structural Engineering - International Journal, 2 (2): 103-108.

Fragomeni, S. (1995), “Design of normal and high strength reinforced concrete walls,” PhD Thesis, University of Melbourne, Australia 1995.

Kripanarayanan, K. M. (1977), “Interesting Aspect of the Empirical Wall Design Equation,” ACI Structural Journal, Vol. 74, No. 5, May 1977, pp. 204-207

Md Khaja Moniuddin et al. (2013), “Earthquake analysis on 2D RC frames with different aspect ratios of masonry infill and monolithic panel,” IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 pISSN: 2321-7308, pp. 18-23.

Oberlender, G. D. (1973), “Strength investigation of reinforced concrete load bearing wall panels,” Ph.D thesis, University of Texas, Arlington.

P. G. Asteris and D. M. Cotsovos, (2012), “Numerical Investigation of the Effect of Infill Walls on the Structural Response of RC Frames,” he Open Construction and Building Technology Journal, 2012, 6,(Suppl 1-M11) 164-181

Pillai, S. U. and Parthasarathy, C. V, (1977), “Ultimate Strength and Design of Concrete Walls, Building and Environment,” London, 12: 25-29.

Saheb, S. M., & Desayi, P. (1989), “Ultimate Strength of RC Wall Panels in One-Way In-Plane Action,” Journal of Structural Engineering, 115(10): 2617 - 2617.

Seddon, A. E. (1956), “The strength of concrete walls under axial and eccentric loads,” Symposium on Strength of Concrete Structures, Cement and Concrete Association, May, London.

T. Paulay, M. Priestley (1992), “Seismic Design of Reinforced Concrete and Masonry Buildings,” A Wiley Interscience Publication.

Zielinski, Z. A., Troitski, M. S. and Christodoulou, H. (1982),“Fullscale Bearing Strength Investigation of Thin Wall-Ribbed Reinforced Concrete Panels,” ACI Journal, 79: 313-321.

Zielinski, Z. A., Troitski, M. S. and El-Chakieh, E. (1983), “Bearing Capacity Tests on Precast Concrete Thin-Wall Ribbed Panels,” Prestressed Concrete Institute Journal, Chicago, 28 (3): 89-103.

Slovak Journal of Civil Engineering

The Journal of Slovak University of Technology

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