A simple method for calculating the fire resistance of concrete-filled CHS columns
โ Scribed by Y.C. Wang
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 369 KB
- Volume
- 54
- Category
- Article
- ISSN
- 0143-974X
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๐ SIMILAR VOLUMES
This paper presents a comparison between tabular methods of determining fire resistance and calculation methods for flexural members as given in BS 8110. It considers both simply supported and continuous one-way spanning slabs. It continues by considering the effects of variations in steel strength,
more than that for the optimum cap height for an oscillator ลฝ . using practically the same cap diameter , leading to a maximum gain improvement of 25% and a linearity improvement of 4 dB. ## CONCLUSION The guidelines derived from experimental observations reported in this paper are expected to giv