Basis and application of a simple interaction formula for steel columns under fire conditions

Journal of Structural Engineering

Volumn 127, Issue 10, 2001, Pages 1206-1213

  Tang, C Y ^a   Tan, K H ^a   Ting, S K ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); DYNAMIC LOADS; FAILURE ANALYSIS; ITERATIVE METHODS; STRUCTURAL FRAMES; TEMPERATURE; THERMAL EFFECTS;

ECCENTRICALLY LOADED COLUMNS; ELASTIC CRITICAL LOAD; RANKINE METHOD; VIRTUAL WORK PRINCIPLE;

STEEL STRUCTURES;

EID: 0035483334     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:10(1206)     Document Type: Article

References (13)

1. Adaptation of Perry formula to represent the new European steel column-curves
2. Eurocode 3: Design of steel structure. Part 1.2: General rules - Structural fire design
3. A simple model for the fire resistance of axially loaded members - Comparison with experimental results
4. Elastic-plastic failure loads of plane frames
5. Statistical analysis of fire tests on steel beams and columns to eurocode 3, part 1.2
6. Buckling curves in case of fire
7. Buckling curves in case of fire - ECSC 7210 SA 316/515/931/618: Fire resistance of steel columns with eccentric load
8. Compressive resistance of steel columns in fire: The Rankine approach