A pseudo-fully stressed design approach for optimum design of steel frames
β Scribed by Yousef A. Al-Salloum
- Publisher
- John Wiley and Sons
- Year
- 1995
- Tongue
- English
- Weight
- 673 KB
- Volume
- 38
- Category
- Article
- ISSN
- 0029-5981
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A solution technique based on the sequential linear programming (SLP) method is presented for the optimum design of braced and unbraced steel frames in seismic regions. First, the optimum rigidity distribution of the frames under static loading is computed, then the optimization procedure is repeate
During a severe earthquake, steel moment resisting frames are expected to experience significant inelastic deformation in their members and joints. This behaviour is dependent upon several design parameters such as member sizes, frame's overstrength, member deformation capacities and the detailing o