Aasheim, E. 1994. Glulam trusses for the 1994 Winter Olympics. Proceedings of Pacific Timber Engineering Conference, Gold Coast, Australia. Vol. 1. 379-386.

APA - The Engineered Wood Association. 1995. Kobe Earthquake - Report of the performance of residential and commercial structures.  Tacoma WA. 23 p.

AS - 1995. Australian Standard (draft). Timber methods of test for mechanical joint systems. Standards Australia.

ASTM 1993. American Society for Testing and Materials - Proposed standard tests method for dynamic properties of connections assembled with mechanical fasteners (3rd draft). ASTM, Philadelphia, Pennsylvania, USA.

Bertero, V.V. 1988. Ductility based structural design, state-of-the-art report. Proceedings of 9th World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan. Vol. 8. 673-687.

Bertero, V.V. 1986. Evaluation of response reduction factors by ATC and SEAOC. Proceedings of the 3rd U.S. National Conference on Earthquake Engineering, Charleston, South Carolina. Vol. 3. 1663-1673.

Bolt, A.B. 1988. Earthquakes 2nd edition. W. H. Freeman and Company.

Building Research Institute. 1996.  A survey report for building damages due to the 1995 Hyogo-ken Nanbu Earthquake.  BRI, Ministry of Construction, Japan, 222p.

Buchanan, A.H. 1988. Practical design of timber structures to resist earthquakes. Proceedings of the International Timber Engineering Conference Seattle, Washington, USA. Vol. 1. 813-822.

Ceccotti, A., Vignoli, A. 1991. Seismic design of low-dissipative engineered timber structures. International Meeting on Earthquake Protection of Buildings. Ancona, Italy.

Ceccotti, A. 1995b. Timber connections under seismic actions. Timber Engineering STEP 1 - Lecture C17. First edition, Centrum Hout, Netherlands.

CEN - 1995. Comite’ Europeen de Normalisation. Timber structures test methods - cyclic testing of joints with mechanical fasteners. EN TC 124.117, European Committee for Standardization. Brussels, Belgium.

Chopra, A.K. 1995. Dynamics of Structures. Prentice Hall, Englewood Cliffs, NJ, USA.

CSA O86.1-94. Canadian Standards Association 1994. Engineering Design in Wood (Limit States Design). CSA, Etobicoke, Ontario, Canada.

CSIRO – 1996. Timber – evaluation of mechanical joint systems. Part 3 – Earthquake Loading. Commonwealth Scientific and Industrial Research Organization. Division of Building, Construction and Engineering. Highett, Victoria, Australia.

Deam, B., King, A. 1994. The seismic behaviour of timber structures, state-of-the-art. Proceedings of Pacific Timber Engineering Conference, Gold Coast, Australia. Vol. 1. p. 215.

Dolan, J.D., Gutshall, S.T. 1997. Cyclic lateral dowel connection tests for seismic evaluation. Earthquake Performance and Safety of Timber Structures. Forest Products Society, Madison WI, 147 p. Foliente, Greg Editor.

Dolan, J.D., Madsen, B. 1992. Monotonic and cyclic tests of timber shear walls. Canadian Journal of Civil Engineering. Vol. 19 (3). 415-422.

Dolan, J.D., Filiatrault, A. 1990. A mathematical model to predict the steady-state response of timber shear walls. Proceedings of International Timber Engineering Conference, Tokyo, Japan. p. 765.

Dowding, C.H., Murray P.D., Atmatzidis, D.K. 1981. Dynamic properties of residential structures subjected to blasting vibrations. Journal of Structural Engineering, Vol.107. 1233-1249.

Dowrick, D.J. 1986. Hysteresis loops for timber structures. New Zealand Journal of Timber Construction. Vol. 2 (3). 14-19.

Durham, J., Prion, H.G.L., Lam, F., He, M. 1999. Earthquake resistance of shearwalls with oversize sheathing panels. 8th Canadian Conference on Earthquake Engineering, Vancouver BC, Canada. Vol. 1. 161-166.

EC8. 1994. European Committee for Standardization, Eurocode 8. Design provisions for earthquake resistance of structures, Part 1: General Rules; Part1-1: Seismic actions and general requirements for structures; Part 1-2: General rules for buildings; Part 1-3: Specific rules for various materials and elements. Central Secretariat: rue de Stassart, 36 B-1050 Brussels.

Ellis, B.R., Bougard, A.J. 1998. Dynamic testing and stiffness evaluation of the TF2000 building. BRE, Report, UK.

Filiatrault, A., Uang, C.M., Seible, F. 2000. Ongoing seismic testing and analysis program in the CUREe-Caltech wood-frame project in California. Proceedings of the 6th World Conference on Timber Engineering, Whistler, Canada. 7-1-4.

Foliente, G.C., Leicester, H.L., Pham, L. 1999. Concepts for performance based timber building codes and standards. Proceedings of PTEC’99 International Conference on Timber Engineering, Rotorua, New Zealand. 137-143.

Foliente, G.C., Editor. 1997. Earthquake performance and safety of timber structures. Forest Products Society, Madison WI, 147 p.

Foliente, G.C. 1995. Hysteresis modelling of wood joints and structural systems. Journal of Structural Engineering. Vol. 121. (6). 1013-1022.

Foschi, R.O., Longworth, J. 1975. Analysis and design of griplam nailed connections. Journal of Structural Division, ASCE. Vol. 101, No.ST12. 2537-2555.

Foschi, R.O. 1974. Load-slip characteristics of nails. Wood Science. Vol. 7. No. 1.  69-74.

Fox, S.P., Lincoln, R.G. 1979. Effect of plate and hole size on griplam nail load capacity. Canadian Journal of Civil Engineering. Vol. 6(3) 390-393.

Frenette, C., Foschi, R.O., Prion, H.G.L. 1996. Dynamic behaviour of timber frame with dowel connections. Proceedings of Fourth International Wood Engineering Conference, New Orleans, Louisiana. Vol. 4. 89-96.

Girhammar, U. A., Anderson, H. 1988. Effect of loading rate on nailed timber joint capacity. Journal of Structural Engineering. Vol. 114. (11). 2439-2457.

Gramatikov, K., Gavrilovic, P. 1990. Full scale shaking table tests of a truss-frame structure. Proceedings of International Timber Engineering Conference. (p. 855). Tokyo, Japan.

Guan, Z.W., Rodd, P.D. 1996. A simplified FE model for double shear joints made with a hollow dowel fastener. Proceedings of Fourth International Wood Engineering Conference, New Orleans, Louisiana. Vol. 1. 164-167.

He, M., Magnusson, H., Lam, F., Prion, H.G.L. 1999. Cyclic performance of perforated wood shear walls with oversize OSB panels. Journal of Structural Engineering. Vol.125 (1). 10-18.

Hirashima, Y. 1988. Analysis of observed earthquake response of post-and-beam wood structure. Proceedings of The International Timber Engineering Conference Vol. 2. p. 235. Seattle, Washington, USA.

Hockey, B., Popovski, M., Prion, H.G.L., Lam, F. 1999. Ductile connections for heavy timber structures. Proceedings of the Eight Canadian Conference on Earthquake Engineering, Vancouver, Canada. 143-148.

IBC2000. International Building Code. 2000. International Code CouncilTM, Inc. Falls Church, Virginia.

ICBO-International Conference of Building Officials. 1997. Uniform Building Code UBC-97, Whittier, California.

ISO/DIS 3010. 2000. Basis for design of structures – Seismic actions on structures. Draft International Standard, International Organization for Standardization.

ISO/01516670. 1998. Timber structures – Joints made with mechanical fasteners – Quasi-static reversed-cyclic test method. ISO Technical committee on timber structures.

Johansen, K.W. 1949. Theory of timber connections. International Association for Bridge and Structural Engineering, Zurich, Switzerland. Vol. 9. 249-262.

Kangas, J. 1999.  Proceedings of Pacific Timber Engineering Conference, Rotorua, New Zealand, March, 1999.  Pages 341-348.

Karacabeyli, E., Ceccotti, A. 2000. Dynamic analysis of wood-frame shear walls. Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand.

Karacabeyli, E., Rainer, J.H. 2000. Performance of North-American platform frame wood construction in earthquakes. COST Action E5 – Workshop on Seismic behaviour of timber buildings, Venice, Italy.

Karacabeyli, E., Ceccotti, A. 1996. Test results on the lateral resistance of nailed shear walls. Proceedings of the Fourth International Wood Engineering Conference, New Orleans, Louisiana. Vol. 2. 179-186.

Karacabeyli, E., Fraser, H., Deacon, W. 1994. Rivet connection design with sawn lumber. Report No. 14, prepared for Canadian Forestry Service. Forintek Canada Corp, Vancouver, BC.

Karacabeyli, E., Barrett, J.D. 1993. Rate of loading effects on strength of lumber. Forest Products Society Journal. Forest Products Society. 43 (5). 28-36.

Karacabeyli, E., Foschi, R.O. 1987. Glulam rivet connections under eccentric loading. Canadian Journal of Civil Engineering. Vol. 14 (5). 621-630.

Keenan, F.J. 1986. Limit states design of wood structures. Morrison Hershfield Limited.

Kohara, K., Miyazawa, K. 1998. Full-scale shaking table test of two story wooden houses. Proceedings of the 5th World Conference on Timber Engineering, Montreux, Switzerland, Vol. 2. 548 - 555.

Lantos, G. 1969. Load distribution of a row of fasteners subjected to lateral load. Wood Science. Vol. 1. (3). 129-136.

Larsen, H.J. 1973. The yield of bolted and nailed joints. Proceedings Division V Conference. International Union of Forestry Research Organisations. 646-654.

Lefebvre, G., Poultre, P., Devic, P., Côté, G. 1993. Statistical analyses of damages in the 1988 Saguenay earthquake. Canadian Journal of Civil. Engineering 20 (6). 988 – 998.

Leijten, A.J.M. 1996. The concept of the prestressed DVW reinforced joint with expanded tubes. Innovative design with prestressed DVW reinforced joints. Proceedings of Fourth International Wood Engineering Conference, New Orleans, Louisiana. Vol. 2. 295-299.

Leijten, A.J.M. 1988. Steel reinforced joints with dowels and bolts. Proceedings of the International Timber Engineering Conference, Washington State University, Seattle. Vol. 2. 474-488.

McLain, T.E. 1975.  Curvilinear load-slip relations in laterally loaded nailed joints.  Ph.D thesis, Dept. Forestry and Wood Science, Colorado State University, Fort Collins, Colorado.

Mischler, A. 1998. Doweled steel-to-timber joints with high efficiency. Proceedings, 5th World Conference on Timber Engineering, Montreux, Switzerland, Vol. 1. 858 – 860.

Mohammad, M., Quenneville, J.H.P. 2000. Influence of joint configuration parameters on strength of perpendicular-to-grain bolted timber connections. World Conference on Timber Engineering, Whistler, Canada.

Mohammad, M., Quenneville, J.H.P. 1998. Influence of cyclic loads on strength and stiffness of bolted connections. Fifth world conference on timber engineering, Montreux, Switzerland. 

Moss, P. J. 1997. Multiple-bolted joints in wood members. General Technical Report FPL-GTR-97. US Department of Agriculture. Forest Products Laboratory.

Naeim, F. 1989. Seismic Design Handbook. Van Nostrand Reinhold Ltd.

NAHB, 1994. Assessment of damage to residential buildings caused by the Northridge Earthquake. Report prepared by NAHB Research Center for US Department of Housing and Urban Development, Washington DC, HUD-1499-PDR, 78 p.

NBCC, 1995. National Building Code of Canada, 1995 Edition. Institute for Research in Construction, National Research Council of Canada, Ottawa, Ontario.

NEHRP, 1997. Recommended provisions for seismic regulations for new buildings and other structures. Prepared by the Building Seismic Safety Council. Washington, D.C. for the Federal Emergency Management Agency-FEMA-302.

NEHRP, 2001. Recommended provisions for seismic regulations for new buildings and other structures. Prepared by the Building Seismic Safety Council. Washington, D.C. for the Federal Emergency Management Agency-FEMA-368.

Ni, C., Chui, Y.H. 1996. Predicting the response of timber joints under reversed cyclic loads. Proceedings of Fourth International Wood Engineering Conference, New Orleans, Louisiana. Vol. 3. 98-105.

Ni, C., Chui, Y.H. 1994. Response of nailed wood joints to dynamic loads. Proceedings of Pacific Timber Engineering Conference, Gold Coast, Australia. Vol. 2. p 9.

Pacific Fire Rating Bureau. San Fernando Earthquake February 9, 1971. San Francisco, CA. 93 p.

Paulay, T., Priestley, M.J.N. 1992. Seismic design of reinforced concrete and masonry buildings. John Wiley and Sons, Inc. New York.

Pender, M.J., Robertson, T.W. Editors. 1987. Edgecumbe Earthquake: Reconnaissance Report. Bull. New Zealand Society for Earthquake Engineering, Wellington Vol.20 (3). September 1987. 201-249.

Phillips, T., Itani, R., McLean, D. 1993. Lateral load sharing by diaphragms in wood-framed buildings. Journal of Structural Engineering ASCE. Vol 5. 1556-1571.

Popovski, M. 2000. Seismic performance of braced timber frames. A thesis submitted in partial fulfilment of the requirements the degree of Doctor of Philosophy, University of British Columbia, Canada.

Popovski, M., Prion, H.G.L., Karacabeyli, E. 1999. Braced Timber Frames as Lateral Load Resistant System. Proceedings of PTEC’99 International Conference on Timber Engineering, Rotorua, New Zealand.

Popovski, M., Prion, H.G.L., Karacabeyli, E. 1998a. Seismic behaviour of braced timber frames. Proceedings of the Sixth U.S. National Conference on Earthquake Engineering,. Seattle, Washington, USA. p. 140.

Popovski, M., Prion, H.G.L., Karacabeyli, E. 1998b. Earthquake resistance of braced timber frames. Published in the Recent advances in Understanding Full - Scale Behaviour of Wood Buildings. Publication by Forest Products Society, Madison, Wisconsin, USA.

Prion, H.G.L., Filiatrault, A. 1995. Performance of timber structures during the Hyogo-ken Nanbu earthquake of 17 January 1995. Canadian Journal of Civil Eng., Vol. 23. 652 - 664.

Prion, H.G.L., Foschi, R.O. 1994. Cyclic behaviour of dowel type connections. Proceedings of Pacific Timber Engineering Conference, Gold Coast, Australia. Vol. 2. p. 19.

Quenneville, J.H.P. 1998. Predicting the failure modes and strength of brittle bolted connections. Fifth world conference on timber engineering, Montreux, Switzerland. 

Rainer, J.H., Karacabeyli, E. 1999. Performance of wood-frame building construction in earthquakes. Special publication SP-40. Forintek Canada Corp.

Recent Advances in Understanding Full-scale Behavior of Wood Buildings. 1997. Proceedings, 1997 annual meeting in Vancouver BC, Forest Products Society, Madison, WI, 78 p.

Rodd, P.D. 1988. Timber joint made with improved circular dowel fasteners. Proceedings of the International Timber Conference, Seattle, Washington. 26-37.

Rosowsky, D.V., Reinhold, A.T. 1999. Rate-of-load and duration-of-load effects for wood fasteners. ASCE Journal of Structural Engineering. Vol. 125. (7). 719-724.

Soltis, L.A., Gromala, D.S., Toumi, R.L. 1980. Seismic performance of low-rise wood buildings. Proceedings of the Workshop on Seismic Performance of Low-Rise Buildings. Chicago, Illinois, USA.

Tanabashi, R. 1960. Earthquake resistance of traditional Japanese wooden structures. Proceedings of the Second World Conference on Earthquake Engineering. Vol. 1. 151-163.

Touliatos, P.G., Tsakanika, E.P., Carydis, P.G. 1991. On the Greek experience concerning the structural behaviour of timber constructions in seismic zones. Workshop on Full-scale Behaviour of Wood-framed Buildings in Earthquakes and High Winds, Watford, UK. XIV-1-86.

Tryer, G.W. 1932. The bearing strength of wood under bolts. Technical Bulletin No. 332. U.S. Department of Agriculture. p 40.

Welchert, W.T., Hinkle, C.N. 1966. The effects of change of moisture content on the strength of nailed wood joints. Journal of Structural Engineering. Vol. 9. (6). 774-781.

Williams, G., Karacabeyli, E. 1996. Glulam rivet connections in wood construction. Proceedings of Fourth International Wood Engineering Conference, New Orleans, Louisiana. Vol. 4. 347-354.

Williams, R.L. 1984. Design of timber structures to resist high wind and earthquake. Proceedings of The Pacific Timber Engineering Conference, Auckland, New Zealand. (439-445).

Yasumura, M., Murota, T., Nishiyama, I., Yamaguchi, N. 1988. Experiments on a three-storied wooden frame building subjected to horizontal load. Proceedings, of the International Conference. on Timber Engineering, Seattle, WA. Vol. 2. 262 - 275.

Yasumura, M., Murota, T., Sakai, H. 1987. Ultimate properties of bolted joints in glued laminated timber. Proceedings of Meeting Twenty of the International Council for Building Research Studies and Documentation, Working Commission W18 - Timber Structures. (20-7-3). Dublin, Ireland.

Yeh, C.T., Hartz, B.J., Brown, C. B. 1971. Damping sources in wood structures. Journal of Sound and Vibration. Vol. 19 (4). 411-419.

Yokel, F.Y., His, G., Somes, N.F. 1973. Full-scale test on a two-story house subjected to lateral load. National Bureau of Standards Building Science Series (No.44). 26 p. Vol.72-600301 / Coden:BSSNBV. Washington DC, USA.