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    Nonlinear Dynamic Response of Frames Using Lanczos Modal Analysis 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 012
    Author(s): Steven M. Vukazich; Kyran D. Mish; Karl M. Romstad
    Publisher: American Society of Civil Engineers
    Abstract: Modal reduction methods are a useful alternative to fully discrete matrix models for the efficient simulation of large dynamic response problems in frame analysis. The primary advantage of modal methods is computational ...
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    Numerical Implementation of Plasticity Model for Cohesive Soils 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Leonard R. Herrmann; Victor Kaliakin; C. K. Shen; Kyran D. Mish; Zheng‐Yu Zhu
    Publisher: American Society of Civil Engineers
    Abstract: A numerical implementation of the “bounding surface plasticity” model for cohesive soils is described. An adaptive multistep integration procedure is used in conjunction with local iteration and radial return. Emphasis is ...
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