The objective of this paper is to propose improved expressions for the effective buckling length coefficient of columns in multi-story sway frames. To that effect, a complete set of rotational stiffness coefficients are derived, which are then used for the replacement of members converging at the bo
โฆ LIBER โฆ
A story buckling method for evaluating system buckling load of plane sway frames
โ Scribed by Li, Kuinian
- Book ID
- 125384414
- Publisher
- Korean Society of Steel Construction
- Year
- 2014
- Tongue
- English
- Weight
- 362 KB
- Volume
- 14
- Category
- Article
- ISSN
- 1598-2351
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An approximate method for quick calculation of the critical load of tapered columns is proposed. The method is based on a series of dimensionless design-oriented charts relating the critical load of linearly tapered columns of I-section to the taper ratio and boundary conditions. These charts are de