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    Interaction in Primary-Secondary Systems 

    Source: Journal of Pressure Vessel Technology:;1992:;volume( 114 ):;issue: 001:;page 53
    Author(s): T. Igusa; A. Der Kiureghian
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Primary-secondary systems, consisting of a primary subsystem supporting a relatively light secondary subsystem, are characterized by special dynamic characteristics. One important characteristic is ...
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    Optimal Discretization of Random Fields 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 006
    Author(s): Chun‐Ching Li; A. Der Kiureghian
    Publisher: American Society of Civil Engineers
    Abstract: A new method for efficient discretization of random fields (i.e., their representation in terms of random variables) is introduced. The efficiency of the discretization is measured by the number of random variables required ...
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    Tangent Geometric Stiffness of Inclined Cables Under Self-Weight 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): A. Der Kiureghian; J. L. Sackman
    Publisher: American Society of Civil Engineers
    Abstract: An exact formula is derived for the tangent geometric stiffness of inclined cables under self-weight. Comparisons are made with the well-known approximate formula by Ernst. It is found that the accuracy of Ernst’s formula ...
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    Stochastic Model for Pavement Design 

    Source: Journal of Transportation Engineering, Part A: Systems:;1992:;Volume ( 118 ):;issue: 006
    Author(s): K. H. Chua; A. Der Kiureghian; C. L. Monismith
    Publisher: American Society of Civil Engineers
    Abstract: A stochastic model for pavement design is developed within an analytically derived mechanistic framework for predicting pavement distresses in terms of fundamental material behavior and structural response to traffic loads. ...
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    Reliability-Based Optimal Design of Series Structural Systems 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 006
    Author(s): J. O. Royset; A. Der Kiureghian; E. Polak
    Publisher: American Society of Civil Engineers
    Abstract: A robust approach for approximately solving reliability-based optimal design problems, for series structural systems, is developed. The approach reformulates the problems by replacing reliability terms with deterministic ...
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    Seismic Interaction in Cable-Connected Equipment Items 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 011
    Author(s): K.-J. Hong; A. Der Kiureghian; J. L. Sackman
    Publisher: American Society of Civil Engineers
    Abstract: An electrical substation consists of a complex set of equipment items that are interconnected through conductor buses or cables. If the connections are not sufficiently flexible, significant dynamic interaction may occur ...
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    Seismic Performance Evaluation of Facilities: Methodology and Implementation 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author(s): T. Y. Yang; J. Moehle; B. Stojadinovic; A. Der Kiureghian
    Publisher: American Society of Civil Engineers
    Abstract: Performance-based earthquake engineering aims to quantify performance of facilities using metrics that are of immediate use to both engineers and stakeholders. A rigorous yet practical implementation of a performance-based ...
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    CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 008
    Author(s): R. E. Moss; R. B. Seed; R. E. Kayen; J. P. Stewart; A. Der Kiureghian; K. O. Cetin
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a complete methodology for both probabilistic and deterministic assessment of seismic soil liquefaction triggering potential based on the cone penetration test (CPT). A comprehensive worldwide set of ...
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    Erratum for “Shear-Wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential” by R. Kayen, R. E. S. Moss, E. M. Thompson, R. B. Seed, K. O. Cetin, A. Der Kiureghian, Y. Tanaka, and K. Tokimatsu 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): R. Kayen; R. E. S. Moss; E. M. Thompson; R. B. Seed; K. O. Cetin; A. Der Kiureghian; Y. Tanaka; K. Tokimatsu
    Publisher: American Society of Civil Engineers
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