Rational and irrational design loads for "temporary" structures

Practice Periodical on Structural Design and Construction

Volumn 9, Issue 3, 2004, Pages 125-129

  Hill, Howard J ^a  

^a WISS JANNEY ELSTNER ASSOCIATES INC   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DESIGN LOADS; STRUCTURAL FAILURES; STRUCTURAL SYSTEMS; TEMPORARY STRUCTURES;

BUILDING CODES; DUCTILITY; HAZARDS; MONITORING; OFFICE BUILDINGS; PROBABILITY; REINFORCED CONCRETE; RELIABILITY; RISKS; SERVICE LIFE; SNOW; STEEL; STRUCTURAL DESIGN;

STRUCTURES (BUILT OBJECTS);

EID: 14744298268     PISSN: 10840680     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0680(2004)9:3(125)     Document Type: Review

References (3)

1. ASCE. (2002). "Design loads on structures during construction." ASCE 37-02, Reston, Va.
2. Boggs, D. W., and Peterka, J. A. (1993). "Wind speeds for design of temporary structures," Proc. 10th Structures Congress, ASCE, New York, 800-803.
3. British Standards Institution (BSI). (1982). "Code of practice for false-work." BS 5975:1982, London.