Strategies for mitigating risk of progressive collapse

Proceedings of the Structures Congress and Exposition

Volumn , Issue , 2005, Pages 2273-2278

  Ellingwood, Bruce R ^a  

^a Georgia Institute of Technology   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASCE STANDARD 7; PROGRESSIVE COLLAPSE; STRUCTURAL DAMAGE; STRUCTURAL RELIABILITY ANALYSIS;

BUILDINGS; COMPUTATIONAL METHODS; FAILURE (MECHANICAL); FAILURE ANALYSIS; RISK ASSESSMENT; STANDARDS;

STRUCTURAL ANALYSIS;

EID: 27644565062     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

1. Allen, D. and W.R. Schriever (1973), "Progressive collapse, abnormal loads and building codes," in Structural Failures: Modes, Causes, Responsibilities, American Society of Civil Engineers, New York, NY, pp. 21-48.
2. Ellingwood, B. and E.V. Leyendecker (1978), "Approaches for design against progressive collapse." J. Struct. Div. ASCE 104(3):413-423.
3. Ellingwood, B., et al (1982), "Probability-based load criteria: load factors and load combinations." J. Struct. Div. ASCE 108(5):978-997.
4. Ellingwood, B. (2001), "Acceptable risk bases for design of structures," Progress in Struct. Engrg. and Mat. 3(2): 170-179.
5. Galambos, T.V., et al (1982), "Probability-based load criteria: assessment of current design practice." J. Struct. Div. ASCE 108(5):959-977.
6. Minimum design loads for buildings and other structures (ASCE 7-02/ANSI A58), American Society of Civil Engineers, Reston, VA.
7. Pate-Cornell, E. (1994), "Quantitative safety goals for risk management of industrial facilities," Structural Safety 13(3):145-157.
8. th Edition (T. V. Galambos, editor) (1998), John Wiley, New York.