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    Sensitivity of Optimum Designs for Spatially Varying Ground Motions 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 011
    Author(s): Makoto Ohsaki
    Publisher: American Society of Civil Engineers
    Abstract: An optimization method is presented for long-span frames for specified seismic responses considering spatial variation of ground motions. The response is evaluated by using a response spectrum approach, where incoherency ...
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    Multiobjective Hybrid Optimization–Antioptimization for Force Design of Tensegrity Structures 

    Source: Journal of Applied Mechanics:;2012:;volume( 079 ):;issue: 002:;page 21015
    Author(s): Makoto Ohsaki; Jingyao Zhang; Isaac Elishakoff
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Properties of Pareto optimal solutions considering bounded uncertainty are first investigated using an illustrative example of a simple truss. It is shown that the nominal values of the Pareto ...
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    Shape Optimization of H-Beam Flange for Maximum Plastic Energy Dissipation 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): Peng Pan; Makoto Ohsaki; Hiroshi Tagawa
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this paper is to show that the performance of a structural component is drastically improved utilizing shape optimization considering inelastic responses. Optimal flange shapes are found as an example for ...
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    Time-Variant System Reliability Assessment by Probability Density Evolution Method 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 011
    Author(s): Qingyu Zhou; Wenliang Fan; Zhengliang Li; Makoto Ohsaki
    Publisher: American Society of Civil Engineers
    Abstract: The time-variant system reliability analysis is a challenging and significant topic, which also faces the common obstacles of traditional system reliability methods such as combination explosion and unclear correlation ...
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