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Title: New Research in the Understanding of Steel Frames in Fire and the Development of New Fire Engineered Solutions Applicable to Tall Buildings Author: Brian Kirby, Corus Group Subjects: Fire & Safety Structural Engineering Keywords: Fire Safety Steel Structural Engineering Publication Date: 2003 Original Publication: CTBUH / CIB Kuala Lumpur 2003 Conference Paper Type: 1. Book chapter/Part chapter 2. Journal paper 3. Conference proceeding 4. Unpublished conference paper 5. Magazine article 6. Unpublished © Council on Tall Buildings and Urban Habitat / Brian Kirby ctbuh.org/papers

© Council on Tall Buildings and Urban Habitat / Brian Kirby...State Design Code BS 5950: Part 8 (1990), a single element subjected to the same load ratio would 338 . have attained

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Page 1: © Council on Tall Buildings and Urban Habitat / Brian Kirby...State Design Code BS 5950: Part 8 (1990), a single element subjected to the same load ratio would 338 . have attained

Title: New Research in the Understanding of Steel Frames in Fire and theDevelopment of New Fire Engineered Solutions Applicable to TallBuildings

Author: Brian Kirby, Corus Group

Subjects: Fire & SafetyStructural Engineering

Keywords: Fire SafetySteelStructural Engineering

Publication Date: 2003

Original Publication: CTBUH / CIB Kuala Lumpur 2003 Conference

Paper Type: 1. Book chapter/Part chapter2. Journal paper3. Conference proceeding4. Unpublished conference paper5. Magazine article6. Unpublished

© Council on Tall Buildings and Urban Habitat / Brian Kirby

ctbuh.org/papers

Page 2: © Council on Tall Buildings and Urban Habitat / Brian Kirby...State Design Code BS 5950: Part 8 (1990), a single element subjected to the same load ratio would 338 . have attained
Page 3: © Council on Tall Buildings and Urban Habitat / Brian Kirby...State Design Code BS 5950: Part 8 (1990), a single element subjected to the same load ratio would 338 . have attained
Page 4: © Council on Tall Buildings and Urban Habitat / Brian Kirby...State Design Code BS 5950: Part 8 (1990), a single element subjected to the same load ratio would 338 . have attained
Page 5: © Council on Tall Buildings and Urban Habitat / Brian Kirby...State Design Code BS 5950: Part 8 (1990), a single element subjected to the same load ratio would 338 . have attained
Page 6: © Council on Tall Buildings and Urban Habitat / Brian Kirby...State Design Code BS 5950: Part 8 (1990), a single element subjected to the same load ratio would 338 . have attained
Page 7: © Council on Tall Buildings and Urban Habitat / Brian Kirby...State Design Code BS 5950: Part 8 (1990), a single element subjected to the same load ratio would 338 . have attained
Page 8: © Council on Tall Buildings and Urban Habitat / Brian Kirby...State Design Code BS 5950: Part 8 (1990), a single element subjected to the same load ratio would 338 . have attained
Page 9: © Council on Tall Buildings and Urban Habitat / Brian Kirby...State Design Code BS 5950: Part 8 (1990), a single element subjected to the same load ratio would 338 . have attained