The vibrational characteristics of a twelve‐storey steel frame building
- 1 May 1978
- journal article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 6 (3) , 265-294
- https://doi.org/10.1002/eqe.4290060304
Abstract
No abstract availableKeywords
This publication has 5 references indexed in Scilit:
- Hysteretic response of a nine‐storey reinforced concrete buildingEarthquake Engineering & Structural Dynamics, 1974
- Comparisons between ambient and forced vibration experimentsEarthquake Engineering & Structural Dynamics, 1972
- Forced vibration of a tall steel-frame buildingEarthquake Engineering & Structural Dynamics, 1972
- Modal Interference in Vibration TestsJournal of the Engineering Mechanics Division, 1969
- Vibration and soil-structure interaction tests of a nine-story reinforced concrete buildingBulletin of the Seismological Society of America, 1968