Discussion of “Evaluation of Building Code Formulas for Earthquake Forces” by Anil K. Chopra and Ernesto F. Cruz (August 1986, Vol. 112, No. 8)
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References
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Earthquake resistant regulations, a world list. (1984). International Association for Earthquake Engineering, Tokyo, Japan.
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Fajfar, P., and Fischinger, M. (1984). “Comparison of code procedures for seismic analysis of buildings.” Proc. Seminar on Tall Struct. and Use of Prestressed Concrete in Hydraul. Struct., Indian National Group of the IABSEE, Srinagar, India, preliminary publication, 1155–1170.
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Fajfar, P., Jiang, Y., and Fischinger, M. (1986). “Seismic analysis of regular buildings—modal analysis versus equivalent lateral force procedure.” Preprints, Eurochina Joint Seminar on Earthquake Engrg., Beijing, Institute of Engineering Mechanics, Harbin, China.
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Ishiyama, Y. (1986). “Distribution of lateral seismic forces along the height of a building.” BRI Research Paper No. 12, Building Research Institute, Tsukuba, Japan.
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Kan, C. L., and Chopra, A. K. (1976). “Coupled lateral torsional response of buildings to ground motions.” Report No. UCB/EERC‐76/13, Univ. of California, Berkeley, Calif.
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“National building code of Canada.” (1985). NRCC 23174, National Research Council Canada, Ottawa, Quebec, Canada, 165–172.
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Tso, W. K. (1982). “A proposal for the compatibility of static and dynamic seisar provisions of the national building code.” Can. J. Civ. Engrg., 9(2), 308–312.
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Tso, W. K. (1983). A proposal to improve the static torsional provisions for the national building code of Canada.” Can. J. Civ. Engrg., 10(4), 561–565.
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Tso, W. K., Heidebrecht, A. C., and Cherry, S. (1983). “Canadian seismic code provisions beyond 1985.” Proc. 4th Can. Conf. on Earthquake Engrg., Vancouver, British Columbia, Canada.
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Journal of Structural Engineering
Volume 114 • Issue 3 • March 1988
Pages: 735 - 737
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Copyright © 1988 ASCE.
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Published online: Mar 1, 1988
Published in print: Mar 1988
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