Nonlinear analysis of cable-stayed bridges at ultimate load level

Canadian Journal of Civil Engineering

Volumn 23, Issue 5, 1996, Pages 1111-1117

  Khalil, M S ^a,b  

^a KPA Engineering Ltd   (Canada)

^b HIGHER TECHNOLOGICAL INSTITUTE   (Egypt)

Author keywords

Bridges; Cable stayed; Load factor; Nonlinear; Safety index

Indexed keywords

CABLE STAYED BRIDGES; PROBLEM SOLVING; SAFETY FACTOR; STRUCTURAL LOADS;

LOAD FACTOR; NONLINEAR ANALYSIS; SAFETY INDEX;

STRUCTURAL ANALYSIS;

EID: 0030258946     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l96-918     Document Type: Article

References (4)

1. Allen, D.E. 1975. Limit states design - A probabilistic study. Canadian Journal of Civil Engineering, 2: 36-49.
2. Lind, N.C. 1971. Consistent partial safety factors. ASCE Journal of the Structural Division, 97(ST6): 1651-1669.
3. MacGregor, J.G. 1975. Safety and limit states design for reinforced concrete. CSCE 1975-1976 National Lecture Tour, Canadian Society for Civil Engineering, Montreal, Que.
4. Nowak, A.S., and Lind, N.C. 1979. Practical bridge code calibration. ASCE Journal of the Structural Division, 105(ST12): 2497-2510.