RKFKHKNCKS Abiiynkoon, S. U. S. (1998), " Seismic response of low lying areas in Colombo, Sri Lanka", Engineer, Journal of Institution of Engineers, Sri Lankn, Vol xxviii, No 2,pp 29- ACI Committee 439, "Effect of steel strength and reinforcement ratio on the mode of failure and strain energy capacity of reinforced concrete beams, Journal of AC I, Vol. 66, No. 3, March 1969, pp 165-173. AS 1170.4 - 1993, Minimum design loads on structures - Part 4: Earthquake loads. Standards Australia, New South Wales, 61 p. Basic data for the design of buildings: chapter V. Loading. C'1'3: Chapter V: Part 2: September: 1972. Booth, V.. D., Kuppos, A. J., Park, IC, " A critical review of international practice on seismic design of reinforced concrete buildings", The Structural Engineer/Volume 76/No.l 1/2 Juno 1998.pp 213-220. US 6399: Part 2: 1984, Design loading on buildings, British Standard Institute, London. BS HI 10 (1985), Structural use of concrete, British Standard Institute, London. Building Regulations (1985), City of Colombo Development Plan, Volume II, Colombo Municipal Council, 74 p. Cheung, P.C., Paulay, T. & Park, R. (1993), "Behaviour of beam column joints in seismically loaded RC frames", 77ie Structural Engineer, Vol. 71, No. 8, 20 April. De Silva, S., Mendis, P.A., Grayson, R. (1994), "Typical intra-plate linear design response spectrum". Civil Engineering Transactions, The Institution of Engineers, Australia, Vol CL 36, No 4, December. Design loading for buildings: Part I. Code of practice for dead and imposed loads, US 6399: Part I: 1984. Doerick, D. J. (1977), Earthquake resistant design, John Wiley tV. Sons, (irate Britain, p. Kdwiml, .1., el al, (1999), " Structural design for physical security" American Society of Civil I Engineers, pp 3/7-3/10. Elliot, C. L., Mays, G. C , Smith P. D. (1992), "The protection of buildings against terrorism and disorder'', Proc. Insln. Civ. Engrs. Slrucls & Bldgs, 94, pp 287-297. ^ 36. 373. 130 Elloiinoy. M., Sinllowit/., R., Riltcnhouse, T. (1996), "Blast resislnnt design of commercial buildings". Practice Periodical on Structural Design and Construction, pp 31-39. Hill ol al., " The structural Engineer's response to explosion damage" The Institution ol' Structural Engineers, Published in 1995. Hutchinson, O.L., Pham, L., Wilson, J.L. (1995), "Earthquake resistant design of concrete structures - An introduction for the practising engineer", in Earthquake, Steel reinforcement institute of Australia, pp 3-11. Jaynsinghc, M.T.R., Kulalhihike, S. A. S., Alwls, K.O.N.C., Angniniviunii, R.H., Pererii, G.D.T.S. (1997), "Eartluiunke design techniques for Sri Lanka", Proceedings - Industry related research - 1997, University of Moriiltiwit, Moratuwa, Sri Lanka, November 21, pp 10.1-10.13. Mninstone, R. J. (1976), "The response of buildings to accidental explosions", Proceedings, Performance of Htillding Structures, Glasgow, Pcntcch Press, pp 173 - I XX. Mays, (1 . (.'., Smith P. D. (1995), Eds, Blast effect on buildings, Thomas Telford, London. 121 p. Melchers. R.E.. Page, A.W. (1992), "The Newcastle earthquake", Proc. hisln. Civil Engrs. Strncts cV lildgs, 94, pp 143-156, May. Meuilis, P., Goldsvvorthy, II. (1995), "Earthquake resistant design of concrete structures: The slate of the art", ", in Earthquake, Steel reinforcement institute of Australia, pp 12- 32. Mitchell, D., Tinawi, R. (1992), "Structural damage due to the April 22, 1991, Cosln Ricnn earthquake", Canadian Journal of Civil Engineering, Vol 19, No 4, pp 586-605. NBCC (1990), National Building Code of Canada, National Research Council of Canniln, Ottawa, Ontario. Park, R.. "Capacity design of ductile RC building structures for earthquake resistance", The Structural Engineer/V ohm\c 70/No.l6/ IX August I992.pp 279-2X8 Park. R., Pmiluy (1975), T., Reinforced concrete structures, Wiley Intcrscicncc, New York. p. X05. Pcrern D.I'.U., Jnynsinghc, M. T.R. (1998), "Cost increases due to earthquake resistant detailing". Research Monograph, Department of Civil Engineering, University of Moniliiwn, Moruluwn, Sri Lanka. 131 Snalicioglu, M., Urunenu, M. (1993), "Performance of structures during the 1992 Erzincnu earthquake", Canadian Journal of Civil Engineering, Vol. 20, No. 2, pp 305- 325. Sanders, P. T. (1995), "Design and detailing for seismic resistance - An Auslrnliim perspective", in Earthquake - Earthquake resistant design for reinforced concrete structures, Steel Reinforcement Institute of Australia, pp 33-41. Smith, M.S., Coull, A. (1991), Tall building structures, John Wiley, New York, 537 p. The Institution of Structural Engineers," Standard method of detailing structural concrete" Published in 1989. Uniform building code (UliC), 1985 Edition, International Conference of Building Officials, Windier, California. Uniform building code (UBC), 1988 Edition, International Conference of Building Officials, Whittier, California. Wcigel, R. L., Editor, Earthquake Engineering, Prentice-Hall, Englewood Cliffs, N.J.. 518 p. Woodside, .1. W. (1995), "Kobe and the consultants view", in Earthquake - Earthquake resistant design for reinforced concrete structures, Steel Reinforcement Institute of Australia, pp 42-46. Yaiulziu, Iv., Gough, M., (1999) "Protection of Buildings against Explosions" The steel construction Institute. Pp 21-33 132