Developments in seismic structural analysis and design
β Scribed by Egor P. Popov; Carl E. Grigorian; Tzong-Shuoh Yang
- Book ID
- 113234475
- Publisher
- Elsevier Science
- Year
- 1995
- Tongue
- English
- Weight
- 888 KB
- Volume
- 17
- Category
- Article
- ISSN
- 0141-0296
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π SIMILAR VOLUMES
A convex model is used to estimate the maximum response of structural systems subjected to uncertain seismic excitations. The convex modal is based on the assumption that the energy of the excitation is bounded . A reduction factor, defined in the modal domain by dividing the results obtained from t
Industrial structure systems may have non-linearity, and are also sometimes exposed to the danger of earthquake. In the design of such system, these factors should be accounted for from the viewpoint of reliability. This paper proposes a method to analyze seismic response and reliability design of a