Prediction of the degradation of connection characteristics at elevated temperature-Reference-Cited by-同舟云学术

Prediction of the degradation of connection characteristics at elevated temperature

Published:2004-03 Issue:3-5 Volume:60 Page:771-781
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Al-Jabri K.S.,Burgess I.W.,Plank R.J.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference7 articles.

1. Al-Jabri KS. The behaviour of steel and composite beam-to-column connections in fire. PhD thesis. University of Sheffield, UK; 2000.

2. Eurocode 3. Design of steel structures, Part 1-2: general rules structural fire design, (Draft). ENV 1993-1-2. European Committee for Standardisation (CEN); 1995.

3. Description of stress–strain curves by 3 parameters;Ramberg,1943

4. BS 5950. Structural use of steelwork in building, Part 8: code of practice for fire resistance design. London: British Standard Institution (BSI); 1990.

5. Moment connections in composite construction: interim guidance for end-plate connections. Technical Report SCI-P-143. The Steel Construction Institute (SCI); 1995.

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