Simulation of human error in reinforced concrete design

Available statistical data suggest that human error in design causes a significant proportion of performance failures; namely, structural failure, cost overruns, and delays. A Human Reliability Analysis (HRA) model has been developed to simulate the effect of human error on the design computations of a reinforced concrete beam. The proposed HRA model incorporates the effect of “self-corrections”; this is a process where tasks are re-evaluated if the result appears to be not within “reasonable” expectations. Calculation, table look-up, chart look-up, and table ranking microtasks were incorporated into the proposed HRA model; human perormance data are described for each of these microtasks. It was found that human error, particularly multiple errors, lead to a significant loss of structural safety.

[1]  Mark G. Stewart Probabilistic risk assessment of quality control and quality assurance measures in structural design , 1991, IEEE Trans. Syst. Man Cybern..

[2]  A. D. Swain,et al.  Handbook of human-reliability analysis with emphasis on nuclear power plant applications. Final report , 1983 .

[3]  Bruce Ellingwood,et al.  Development of a probability based load criterion for American National Standard A58 , 1980 .

[4]  Robert E. Melchers,et al.  Human error in structural reliability assessments , 1984 .

[5]  Robert E. Melchers,et al.  Structural Reliability: Analysis and Prediction , 1987 .

[6]  R E Melchers,et al.  HUMAN ERROR IN STRUCTURAL RELIABILITY - I: INVESTIGATION OF TYPICAL DESIGN TASKS , 1984 .

[7]  R. L. Brune,et al.  Peer-review study of the draft handbook for human-reliability analysis with emphasis on nuclear-power-plant applications, NUREG/CR-1278 , 1983 .

[8]  William B. Rouse Optimal allocation of system development resources to reduce and/or tolerate human error , 1985, IEEE Transactions on Systems, Man, and Cybernetics.

[9]  Mark G. Stewart,et al.  Error control in member design , 1989 .

[10]  Patricia Wright,et al.  Using Tabulated Information , 1968 .

[11]  D. Norman Categorization of action slips. , 1981 .

[12]  Colin G. Drury,et al.  Human behaviour and performance in calculator use with Algebraic and Reverse Polish Notation , 1979 .

[13]  C. Turkstra Choice of Failure Probabilities , 1967 .

[14]  Mark G. Stewart,et al.  Simulation of human error in a design loading task , 1988 .

[15]  DataNotAvailable Discussion of Choice of Failure Probabilities by Carl J. Turkstra , 1968 .

[16]  Sandra H. Rouse,et al.  Analysis and classification of human error , 1983, IEEE Transactions on Systems, Man, and Cybernetics.

[17]  Bruce R. Ellingwood DESIGN AND CONSTRUCTION ERROR EFFECTS ON STRUCTURAL RELIABILITY , 1987 .

[18]  Colin B. Brown,et al.  Errors in Structural Engineering , 1988 .

[19]  L Pham LOAD COMBINATIONS AND PROBABILISTIC LOAD MODELS FOR LIMIT STATE CODES , 1985 .

[20]  C G Drury,et al.  Electronic calculators: which notation is the better? , 1980, Applied ergonomics.

[21]  Mark G. Stewart,et al.  Safe load tables : a design aid in the prevention of human error , 1991 .

[22]  George Apostolakis,et al.  Data analysis in risk assessments , 1982 .