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    Taquezal Buildings in Nicaragua and Their Earthquake Performance 

    Source: Journal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 005
    Author(s): Lisa; Holliday; Thomas H.-K.; Kang; Kyran D.; Mish
    Publisher: American Society of Civil Engineers
    Abstract: Taquezal is a common earthen building type in Nicaragua. It is constructed by building a wood frame and then packing the frame with mud to create thick earthen walls. The wood frame allows the structure to be constructed ...
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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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    Design and Development of In Situ Fatigue Sensors for Structural Health Monitoring of Highway Bridges 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 004
    Author(s): B. H. M. Priyantha; Wijesinghe; Scott A.; Zacharie; Kyran D.; Mish; J. David; Baldwin
    Publisher: American Society of Civil Engineers
    Abstract: Initial development work for an in situ fatigue sensor for the detection of fatigue damage in steel bridge structures is presented. The in situ fatigue sensor is designed to be bonded to the base structure and is based on ...
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    Uniform Gradient Element Formulation with Hourglass Control Scheme for Solving Fully Coupled Finite-Element Equations for Saturated Soils 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): Nadarajah; Ravichandran; Kanthasamy K.; Muraleetharan; Lee M.; Taylor; Kyran D.; Mish
    Publisher: American Society of Civil Engineers
    Abstract: A uniform gradient (UG) element formulation for a four-node quadrilateral element is derived and implemented for solving the fully coupled governing equations for the dynamics of a saturated porous medium. An hourglass ...
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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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