This paper investigates the buckling of multistory frames braced by vertical beams. The sectional properties of the frames and the bracing beam are assumed to vary linearly along the height; the axial forces in the columns and the bracing beam are also assumed to linearly change along the height. A
β¦ LIBER β¦
Vibration of x-braced portal frames
β Scribed by C.H. Chang; P.Y. Wang; Y.W. Lin
- Publisher
- Elsevier Science
- Year
- 1987
- Tongue
- English
- Weight
- 899 KB
- Volume
- 117
- Category
- Article
- ISSN
- 0022-460X
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## Abstract Structural engineering problems are always affected by many sources of uncertainty, such as aleatory of material properties, applied loads and earthquake intensity, therefore, seismic assessment of structures should be based on probabilistic methods. Since PBSD (Performanceβbased Seismi