References ACI Committee 318, “Building Code Requirements for Structural Concrete”, American Concrete Institute, Farmington Hills, 2002. ACI (1992), Use of concrete in buildings, ACI Manual of Standard Practice (ACI-ASCE 442), American Concrete Institute Farmington Hills, MI. Blaauwendraad J, Hoogenboom PCJ, "Stringer Panel Model for Structural Concrete Design", ACI Structural Journal, Vol. 93 No. 3, May-June 1996, pp. 295-305. Bockemohle, L. W., “A Practical Paper on Design of Topped Concrete Diaphragms and Precast Concrete Structures,” Proceedings, Workshop on Design of Prefabricated Concrete Buildings for Earthquake Loads, Applied Technology Council, 1981. BSSC (1997), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, FEMA-273, Building Seismic Safety Council, Washington, D. C. BSSC (2000), NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, FEMA 368 and 369, Building Seismic Safety Council, Federal Emergency Management Agency, Washington, DC. Chopra, A. K. (1995), Dynamics of Structures: Theory and Applications to Earthquake Engineering, Prentice Hall, Inc., Engelwood Cliffs, NJ. Cleland, N., "Diaphragm Design", Committee Report, PCI Seismic Committee, Prestressed/Precast Concrete Institute, October, 2001. Cleland N.M., and Ghosh, S.K., “Untopped Precast Concrete Diaphragms in High-Seismic Applications,” PCI Journal, Vol. 47, No. 6, November-December 2002. Eberhard, M. O. and Sozen, M. A. (1993), Behavior-based method to determine design shear in earthquake-resistant walls, American Society of Civil Engineers, Journal of Structural Engineering, 119 (2), 619-640. Farrow, K.T. Fleischman, R.B. 2002. Effect of dimension and construction detail on the capacity of diaphragms in precast parking structures, accepted with revisions to the PCI Journal, January 2003. Fib, "State-of-the-Art Report on the Seismic Design of Precast Concrete Building Structures", Commission 7 Task Group, International Federation of Structural Concrete, R. Park editor, in publication, 2002. Filiatrault, A., Fischer, D., Folz, B. and Uang, C.M., “Experimental Parametric Study on the In-Plane Stiffness of Wood Diaphragms”, Canadian Journal of Civil Engineering, Vol. 29, pp. 554-566. Fischer, D., Filiatrault, A., Folz, B., Uang, C.M and Seible, F., “Shake Table Tests of a Two-story House”, Structural Systems Research Report SSRR No. 2000/15, Department of Structural Engineering, University of California, San Diego. 1 Fleischman, R. B., and Farrow, K. T., "Seismic Design Recommendations for Precast Concrete Diaphragms in Long Floor Span Construction," accepted with revisions to the PCI JOURNAL, December 2002. Fleischman, R. B., Farrow, K. T., “On the seismic behavior and design of long span precast concrete diaphragms”, accepted to the Proceedings, 2003 Pacific Conference on Earthquake Engineering, Christchurch NZ, March 2003. Fleischman, R.B. Farrow, K.T. 2001. Dynamic response of perimeter lateral-system structures with flexible diaphragms,” Earthquake Engineering and Structural Dynamics, 30 (5) May. 745-763. Fleischman, R.B. Farrow, K.T. Eastman, K., 2002. Seismic response of perimeter lateral-system structures with highly flexible diaphragms,” Earthquake Spectra. 18 (2) May. 251-286. Fleischman, R.B., Sause, R., Pessiki, S., Rhodes, A.B., 1998. Seismic behavior of precast parking structure diaphragms,” PCI Journal, 43 (1), January-February. 38-53. Fleischman, R.B., Sause, R., Rhodes, A.B., Pessiki, S., 1996. Seismic behavior of precast parking structure diaphragms,” Proceedings, XIV ASCE Structures Congress, V.2, Chicago, April. 1139-1146. Ghosh, S. K. (1999), Task Report, PCI Fast Team, April 11. Ghosh, S.K. and Hawkins, N.M., “Seismic Design Provisions for Precast Concrete Structures in ACI 318,” PCI Journal, Vol. 46, No. 1, January-February 2001. Hall, J. F., Editor, 1995, “Northridge Earthquake Reconnaissance Report”, Earthquake Spectra, 11, Supplement C, vol. 1, 1995, 523 pp. Herlihy, M.D. and Park, R., “Precast concrete floor support and diaphragm action”, Research Report 2000-13, Department of Civil Engineering, University of Canterbury, Christchurch, 2000. Iverson, J.K., Hawkins, N.M. 1994. Performance of precast/prestressed concrete building structures during northridge earthquake,” PCI Journal, 39 (2). 38-55. Kao, G. “Design and shaking table tests of a four-storey miniature structure built with replaceable plastic hinges” ME thesis, Department of Civil Engineering in the University of Canterbury, 1998. Mattock, A.H., Johal, L. and Chow, H.C, “Shear transfer in reinforced concrete with moment or tension acting across the shear plane”, PCI Journal, July-August, 1975. p76-93. Mejia-McMaster J.C. and Park R. (1994) “Tests on Special Reinforcement for End Support of Hollow Core Slabs”, PCI Journal Sept-Oct., pp. 90-105. Menegotto, M. (1994) "Seismic diaphragm behavior of untopped hollow-core floors" Proceedings, FIP '94 - XII Congress - Washington DC, May - Volume 1. Menegotto, M. (2000), “Precast floors under seismic action”, Proceedings, The second International symposium on Prefabrication - Helsinki, Finland, May. Miranda, E. and Bertero, V.V., "Evaluation of Strength Reduction Factors for Earthquake-Resistant Design", Earthquake Spectra, Vol.10, No.2, 1994 2 Moustafa, S E (1981), Effectiveness of Shear Friction Reinforcement in Shear Diaphragm Capacity of Hollowcore Slabs. PCI Journal, Jan-Feb, p118-132. Nakaki, S. D. 2000. Design guidelines for precast and cast-in-place concrete diaphragms" Technical Report, EERI Professional Fellowship, Earthquake Engineering Research Institute, April. Oliva, M. G., Presentation, 44th Annual PCI Convention and Exhibition, Atlanta, GA, Oct. 1998. Paulay, T. and Priestley, M. J. N. (1992), Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley and Sons. PCI Design Handbook: Precast and Prestressed Concrete, 5th Edition, Precast Concrete Institute, Chicago, 1999 Pincheira, J. A., Oliva, M. G., and Kusumo-Rahardjo, F. I., “Tests on Double Tee Flange Connectors Subjected to Monotonic and Cyclic Loading,” PCI JOURNAL, V. 43, No. 3, May- June 1998, pp. 82-96. Porter, M. L. and Sabri, A. A, “Plank diaphragm characteristics,” U.S.-Japan Coordinated Program for Masonry Building Research Report 5.1-1, College of Engineering, Iowa State Univ., Ames, July 1990. Priestley, M. J. N.; Lew, H. S. 1994, Status of the U.S. Precast Seismic Structural Systems (PRESSS) Program,. Joint Meeting of the UJNR, Panel on Wind and Seismic Effects, 26th. May 17-20, Gaithersburg, MD, pp. 365-368. Rodriguez, M, Restrepo, JI, and Carr, A.J , “Earthquake induced floor horizontal accelerations in buildings”. Journal of Earthquake Engineering & Structural Dynamics, Vol. 31, No. 3, March 2002, pp. 693-718. Standards New Zealand (1995), “Concrete Structures Standard – The Design of Concrete Structures” and “Commentary on the Design of Concrete Structures”, NZS 3101: Parts 1 and 2:1995 and “Amendment No. 1 to NZS 3101, 1997”, Wellington. Uniform Building Code, 1997 Edition, International Conference of Building Officials, Whittier, CA, May 1997. Wood, S. L., Stanton, J. F., and Hawkins, N. M., “New Seismic Design Provisions for Diaphragms in Precast Concrete Parking Structures,” PCI JOURNAL, V. 45, No. 1, Jan-Feb 2000, pp. 50-65. Wood, S. L., Stanton, J. F., and Hawkins, N. M., “Performance of Precast Parking Garages During the 1994 Northridge Earthquake,” Proceedings, XIII ASCE Structures Congress, Restructuring: America and Beyond, V. 1, New York, NY, 1995, pp. 563-566. 3