Apparent Periods of a Building. I: Fourier Analysis

Author:

Trifunac M. D.123,Ivanović S. S.123,Todorovska M. I.123

Affiliation:

1. Prof., Univ. of Southern California, Civ. Engrg. Dept., Los Angeles, CA 90089-2531.

2. Assistant Prof., Univ. of Montenegro, Civil Engrg. Dept., Podgorica 81000, Yugoslavia.

3. Res. Assoc. Prof., Univ. of Southern California, Civil Engrg. Dept., Los Angeles, CA 90089-2531.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Biot M. A. ( 1942). “Analytical and experimental methods in engineering seismology.” Proc. Am. Soc. Civ. Engrg. Paper No. 2183 68 356–409.

2. Blume J. A. et al. ( 1973). “Holiday Inn chapter 29” San Fernando California earthquake of February 9 1971 . Vol. I Part A U.S. Department of Commerce National Oceanic and Atmospheric Administration Washington D.C.

3. Period Formulas for Concrete Shear Wall Buildings

4. Islam M. S. ( 1996). “Analysis of the response of an instrumented 7-story non ductile concrete frame building damaged during the Northridge earthquake.” 1996 Ann. Meeting Profl. Paper 96-9 . Los Angeles Tall Buildings Structural Design Council Los Angeles.

5. Ivanović S. S. Trifunac M. D. Novikova E. I. Gladkov A. A. and Todorovska M. I. ( 2000). “Ambient vibration tests of a seven-story reinforced concrete building in Van Nuys California damaged by the 1994 Northridge earthquake.” Soil Dyn. and Earthquake Engrg. 19(6) 391–411.

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