This paper investigated the response of asymmetric-plan buildings with supplemental viscous damping to harmonic ground motion using modal analysis techniques. It is shown that most modal parameters, except dynamic ampli"cation factors (DAFs), are a!ected very little by the plan-wise distribution of
โฆ LIBER โฆ
Seismic response of structures with supplemental damping
โ Scribed by Constantinou, M. C. ;Symans, M. D.
- Book ID
- 112213001
- Publisher
- John Wiley and Sons
- Year
- 1993
- Tongue
- English
- Weight
- 920 KB
- Volume
- 2
- Category
- Article
- ISSN
- 1062-8002
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