Discussion: Analysis of Free Vibrations of Tall Buildings
Publication: Journal of Engineering Mechanics
Volume 122, Issue 5
0733-9399(1996)122:5(486)/asset/ae2c6795-f907-457b-ac83-7e8178f15eb8/assets/(asce)0733-9399(1996)122:5(486).fp.png)
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References
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Balendra, T.(1984). “Free vibration of a shearwall-frame building on an elastic foundation.”J. Sound and Vibration, 96(4), 437–446.
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Basu, A. K., Nagpal, A. H., and Nagar, A. K.(1982). “Dynamic characteristics of frame-wall systems.”J. Struct. Div., ASCE, 108(6), 1201–1218.
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Basu, A. K., and Nagpal, A. K.(1984). “Charts of seismic design of frame-wall systems.”J. Struct. Engrg., 110(1), 31–46.
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Cortínez, V. H., and Laura, P. A. A.(1985). “Vibrations and buckling of a nonuniform beam elastically restrained against rotation at one end and with a concentrated mass at the other.”J. Sound and Vibration, 99(1), 144–148.
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Cortínez, V. H. (1994). “Structural analysis of buildings subjected to lateral loading (Continuum Formulation).”Internal Rep., Dept. of Engrg., Universidad Nacional del Sur, Bahía Blanca, Argentina (in Spanish).
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Gutiérrez, R. H., Laura, P. A. A., and Rossi, R. E. (1991). “Vibrations of a Timoshenko beam of nonuniform cross section elastically restrained at one end and carrying a finite mass at the other.”Oc. Engrg., 18(1-2) 129–145.
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Heidebrecht, A. C., and Stafford Smith, B.(1973). “Approximate analysis of tall wall-frame structures.”J. Struct. Div., ASCE, 99(2), 199–221.
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Published In
Journal of Engineering Mechanics
Volume 122 • Issue 5 • May 1996
Pages: 486 - 487
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Jan 19, 1996
Published in print: May 1, 1996
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