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    Optimal Seismic Design Considering Risk Attitude, Societal Tolerable Risk Level, and Life Quality Criterion 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 012
    Author(s): K. Goda; H. P. Hong
    Publisher: American Society of Civil Engineers
    Abstract: The minimum expected life-cycle cost decision rule leads to an optimal design for a risk-neutral decision maker, but fails to incorporate the magnitude of uncertainty in the life-cycle cost and is incapable of coping with ...
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    Seismic Base Shear Modification Factors for Timber-Steel Hybrid Structure: Collapse Risk Assessment Approach 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 010
    Author(s): M. A. Bezabeh; S. Tesfamariam; M. Popovski; K. Goda; S. F. Stiemer
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, to supplement the Canadian building code for a timber-steel hybrid structure, over-strength, and ductility-related force modification factors are developed and validated using a collapse risk assessment ...
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