Comparisons between ambient and forced vibration experiments

The ambient and forced vibration techniques for testing full-scale structures are critically compared. Both methods, based on small level excitation, may be used to determine many mode shapes and frequencies of vibration and the corresponding damping values, with adequate accuracy for most purposes. The two techniques give mutually consistent results. The mode amplitudes determined by ambient and forced vibration tests show systematic departure for high modes and near the top levels of buildings tested. This phenomenon is attributed to the participation of all mode shapes and is a consequence of excitation by a concentrated force near the top of a building and at a frequency differing by only a few per cent from a natural frequency of vibrations. A new way of showing the effect of unwanted modes on the response near resonance of the mode being sought is developed. It is particularly useful for the analysis of steady, forced vibration tests of structures using eccentric mass vibration generators.

[1]  Paul C. Jennings,et al.  Forced vibration of a tall steel‐frame building , 1972 .

[2]  Mihailo D. Trifunac Wind and microtremor induced vibrations of a twenty-two story steel frame building , 1970 .

[3]  J. Tukey,et al.  An algorithm for the machine calculation of complex Fourier series , 1965 .

[4]  W. O. Keightley A Dynamic investigation of Bouquet Canyon Dam , 1964 .

[5]  Paul C. Jennings,et al.  Modal Interference in Vibration Tests , 1969 .

[6]  W. O. Keightley,et al.  Vibration tests of the Encino Dam intake tower , 1961 .

[7]  Mihailo D. Trifunac Ambient vibration test of a thirty-nine story steel frame building , 1970 .

[8]  Paul C. Jennings,et al.  Vibration and soil-structure interaction tests of a nine-story reinforced concrete building , 1968 .

[9]  C. B. Smith,et al.  SAN ONOFRE NUCLEAR GENERATING STATION VIBRATION TESTS. , 1970 .

[10]  R. B. Matthiesen,et al.  Forced vibration of an eight-story reinforced concrete building , 1967 .

[11]  T. Caughey,et al.  Classical Normal Modes in Damped Linear Dynamic Systems , 1960 .

[12]  Robert D Hanson Static and dynamic tests of a full-scale steel-frame structure , 1965 .

[13]  Donald E. Hudson Synchronized vibration generators for dynamic tests of full-scale structures , 1962 .

[14]  J. G. Bouwkamp,et al.  Dynamic response of a two-story steel frame structure , 1966 .

[15]  Julio Horiuchi Kuroiwa Vibration tests of a multistory building , 1967 .

[16]  H. S. Ward,et al.  Wind-induced vibrations and building modes , 1966 .

[17]  John Brent Hoerner Modal coupling and earthquake response of tall buildings , 1971 .

[18]  H. S. Ward,et al.  Determination of the natural periods of buildings , 1964 .

[19]  L. W.,et al.  The Theory of Sound , 1898, Nature.

[20]  Robert Duane Hanson Post-elastic dynamic response of mild steel structures , 1965 .