Performance of steel members in fire
Series: INSDAG publication No.INS/PUB/108Publication details: Kolkata Institute for Steel Development and Growth (INSDAG) 2009Description: 69,ivpSubject(s): DDC classification:- 624.1821 BAS
Item type | Current library | Collection | Call number | Status | Date due | Barcode | Item holds | |
---|---|---|---|---|---|---|---|---|
Book | CEPT Library | Faculty of Technology | 624.1821 BAS | Available | 017901 |
CONTENTS
1. Objectives
1. Basic Objectives 7-8
1.1 Previous Studies
2. Performance of Steel in Fire 9-19
2. Behaviour of Structural Steel in Fire
Traditional Fire Resistance
Real Building Behaviour
The Cardington & Storey Frame Project
Single Beam Behaviour
3-Dimensional Beam/Floor Behaviour
Implications for Modern Steel Framed Composite Floor Construction
Towards Performance Based Solutions
Two Storey Buildings
TallerBuildings
Initial Recommendations
3. Code Stipulations 21-29
3. Performance with Respect to Code
3.1 Physical properties of Structural Steel
Introduction
Strength Retention of Steel
Critical Temperatures of Steel Members
Members in Tension
Members in Bending
Classification of Cross-Sections in Bending
Isolated Class 1 or 2 Members
Beams Supporting Concrete Slabs
Bolts and Welds
Inspection and Appraisal
Re-use of Unprotected Sections
4. Fire Design of Structure 31-36
5. The test 37-64
6. Conclusion 65
7.Bibliography 67-69
There are no comments on this title.