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    Human Error in Structural Design Tasks 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 007
    Author(s): R. E. Melchers
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an overview of a research program aimed at obtaining basic data about errors committed in some of the tasks that typically occur in structural engineering design. Such information is of interest in ...
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    Radial Importance Sampling for Structural Reliability 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 001
    Author(s): R. E. Melchers
    Publisher: American Society of Civil Engineers
    Abstract: In Cartesian coordinates importance sampling has been remarkably effective in improving the efficiency of Monte Carlo simulation techniques for reliability calculations in structural engineering. The approach is extended ...
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    Load Space Reliability Formulation for Poisson Pulse Processes 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 007
    Author(s): R. E. Melchers
    Publisher: American Society of Civil Engineers
    Abstract: The directional-simulation procedure to estimate the zero-time failure probability and the outcrossing rate for structural systems is extended to structural frames subject to loads modeled as mixed Poisson pulse processes. ...
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    Load‐Space Formulation for Time‐Dependent Structural Reliability 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 005
    Author(s): R. E. Melchers
    Publisher: American Society of Civil Engineers
    Abstract: A Monte Carlo procedure for reliability estimation of structural systems, subject to multiparameter time‐varying loading and formulated in the space of the load processes, is described. For most realistic reliability ...
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    Reliability of Underground Pipelines Subject to Corrosion 

    Source: Journal of Transportation Engineering, Part A: Systems:;1994:;Volume ( 120 ):;issue: 006
    Author(s): M. Ahammed; R. E. Melchers
    Publisher: American Society of Civil Engineers
    Abstract: The present paper is concerned with estimating the reliability of underground pipelines subject to externally applied loading and to corrosion, either externally or internally, or both. This affects the strength of the ...
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    Closure to “Reliability of Underground Pipelines Subject to Corrosion” by M. Ahammed and R. E. Melchers 

    Source: Journal of Transportation Engineering, Part A: Systems:;1996:;Volume ( 122 ):;issue: 005
    Author(s): M. Ahammed; R. E. Melchers
    Publisher: American Society of Civil Engineers
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    Reliability Analysis of Creep and Shrinkage Effects 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): C. Q. Li; R. E. Melchers
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the analysis of uncertain creep and shrinkage effects, and in particular the computation of the probability of serviceability failure for a reinforced concrete structure subjected to stochastic loadings. ...
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    Closure to “<i>Reliability Analysis of Creep and Shrinkage Effects</i>” by C. Q. Li and R. E. Melchers (September, 1992, Vol. 118, No. 9) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author(s): C. Q. Li; R. E. Melchers
    Publisher: American Society of Civil Engineers
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    Outcrossings from Convex Polyhedrons for Nonstationary Gaussian Processes 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 011
    Author(s): C. Q. Li; R. E. Melchers
    Publisher: American Society of Civil Engineers
    Abstract: This technical note concerns the estimation of the outcrossing rate of nonstationary Gaussian vector processes from a convex polyhedral limit-state surface enclosing the origin. The theoretically most attractive approach ...
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    Concrete Delamination Caused by Steel Reinforcement Corrosion 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 007
    Author(s): C. Q. Li; J. J. Zheng; W. Lawanwisut; R. E. Melchers
    Publisher: American Society of Civil Engineers
    Abstract: Practical experience and laboratory observations indicate that corrosion affected reinforced concrete structures are prone more to cracking and delamination of the concrete than to the loss of structural strength. A review ...
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