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
✦ LIBER ✦
On the design and safety checking of unbraced pitched-roof steel frames
✍ Scribed by N Silvestre; D Camotim; M.R Corrêa
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 175 KB
- Volume
- 46
- Category
- Article
- ISSN
- 0143-974X
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