This article describes the interdependency between several seismic acceleration parameters and the behavior of the reinforced concrete frame structures in the form of correlation coefยฎcients. The structural behavior is expressed in form of overall structural damage indices. After the numerical evalu
โฆ LIBER โฆ
Detection of seismic structural damage using parameter-based global damage indices
โ Scribed by E. DiPasquale; A.S. Cakmak
- Publisher
- Elsevier Science
- Year
- 1990
- Tongue
- English
- Weight
- 683 KB
- Volume
- 5
- Category
- Article
- ISSN
- 0266-8920
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