Abstract
The subject of seismic design can easily fill several volumes. Wind and seismic loads have been the topics of countless research projects, and complete texts deal with the calculation of these loads. Interest in the design for earthquake effects has increased substantially in the light of experience obtained in the San Fernando earthquake of 1971 and other recent earthquakes. A great deal of time and effort has gone into the development of better methods of design. This result is a greater knowledge of earthquakes in conjunction with a better understanding of the forces they exert on buildings. New concepts have been developed concerning the earthquake resistance of buildings as determined by their ability to absorb the energy input from ground motion.
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References
Building Seismic Safety Council, NEHRP Recommended Provisions for the Seismic Regulations for New buildings and Other Structures-FEMA-302. Washington D.C.: Federal Emergency Management Agency, 1998.
Building Seismic Safety Council, NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings - FEMA-273 and Commentary FEMA-274. Washington, D.C.: Federal Emergency Management Agency, 1997.
ACI Committee 318, Building Code requirements for Reinforced Concrete. Detroit, Michigan: American Concrete Institute, 1999.
International Conference of Building Officials, Uniform Building Code. Whittier, California: ICBO, 1997.
ATC-3, Tentative Provisions for the Development of Seismic Regulations for Buildings, ATC Publication 3-06 (National Bureau of Standards Publication 510). Washington, D.C.: Applied Technology Council, June 1978.
Structural Engineers Association of California, “1996 Recommended Lateral Force Requirements and Commentary”, (SEAOC Blue Book). San Francisco, California, 1996.
Structural Engineers Association of California, Seismic Design Manual, Volume I, Code Applications Examples. San Francisco, California, April 1999.
William, A., Seismic Design of Buildings and Bridges. Austin, Texas: Engineering Press, 1999.
Portland Cement Association, Design of Low-rise Buildings, PCA-EB117. Skokie, Illinois: PCA, 1999.
Hilmy, S. I. and Masek, J. P., Failure Mechanisms of Parking Structures Damaged during the Northridge Earthquake, January 17, 1994. Santa Ana, CA.: Dames and Moore, 1994.
International Conference of Building Officials, Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of Nevada. Whittier, CA: ICBO. 1999.
www.usgs.gov
Gupta, A. K., Response Spectrum Method.. Ann Arbor, Michigan, CRC Press, 1992.
Green, N., Earthquake Resistant Building Design and Construction. New York: Van Nostrand Reinhold, 1981.
Derecho, A. T., Ghosh, S. K., Iqbal, M. and Fintel, M.: Strength, stiffness and ductility required in reinforced concrete structural walls in earthquake resistance. ACI Journal, V. 76, No. 8, August 1979, pp. 875–896.
ATC-11, Seismic Resistance of Reinforced Concrete Shear Walls and Frame Joints: Implications of Recent Research for Design Engineers. Washington, D.C.: Applied Technology Council, 1983.
Fintel, M. and Ghosh, S.K.: Explicit inelastic dynamic design procedures for aseismic structures. In ACI Journal, Vol. 79, No. 2, March-April 1981, pp. 110–118.
Paulay, T. “Deterministic Design Procedure for Ductile Frames in Seismic Areas,” In Special Publication SP-63, American Concrete Institute, Detroit, Michigan, 1980, pp. 357–381.
Park, R.: Ductile design approach for reinforced concrete frames. In Earthquake Spectra, Earthquake engineering research institute, Vol. 2, No. 3, May 1986; pp. 565–620
ASCE-ACI Committee 423, State-of-the-art Report on Strength and Serviceability of Prestressed Concrete. Detroit, Michigan: American Concrete Institute, 2000. (In Publication).
Fleishman, R., at al: Seismic behavior of precast parking structure diaphragms. In PCI Journal, Jan-Feb 1998, pp. 38 – 53.
Pincheira, J, et al: Tests on double tee flange connectors subjected to monotonic and cyclic loading. In PCI Journal, May-June 1998, pp. 84–96.
PCI, Parking Structures: Recommended Practice for Design and Construction. Chicago, Illinois: Precast/Prestressed Concrete Institute,, 1997.
PCI, Design Handbook, 5th Edition. Chicago, Illinois: Precast Prestressed Concrete Institute, 1999.
PTI, Design, Construction and Maintenance of CIP Concrete parking Structures. Phoenix, AZ: Post-tensioning Institute, 2000.
ACI Committee 352, Recommendations for design of beam-column joints in monolithic reinforced concrete structures. Detroit, Michigan: American Concrete Institute, 1981.
Alami, B. O. Barth, F. G. and Napior, K. Earthquake Performance of Post-tensioned Buildings, San Francisco earthquake - 1989. Phoenix, Arizona: Post-Tensioning Institute, August 1990.
Ghosh, S.K., Nikaki, S.D., Krishnan, k. Precast structures in regions of high seismicity: 1997 UBC design provisions. In PCI Journal, November-December 1997, pg. 76–93.
ASCE, Seismic system snaps buildings back into shape. In Civil Engineering, American Society of Civil Engineers, New York, NY, September 1999, pp. 16.
Khan, F.R., and Sbarounis, J. Interaction of shearwall with frames. In Journal of the Structural Division, ASCE, Vol. 90, No. ST3, 1964, pp. 285–335
Kelly, J. M: Aseismic base isolation: Its history and prospects. In Joint Sealing and Bearing Systems for Concrete Structures. Special Publication SP-70, Vol.1, Detroit, Michigan, American Concrete Institute, 1981, pp. 549–586.
Seminar on Base Isolation and Passive Energy Dissipation. Applied Technology Council, San Francisco, California, March 12–13, 1986.
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Iqbal, M. (2001). Seismic Design. In: Parking Structures. Springer, Boston, MA. https://doi.org/10.1007/978-1-4615-1577-7_14
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DOI: https://doi.org/10.1007/978-1-4615-1577-7_14
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