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    Implicit Higher-Order Accuracy Method for Numerical Integration in Dynamic Analysis 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): M. Rezaiee-Pajand; J. Alamatian
    Publisher: American Society of Civil Engineers
    Abstract: New implicit higher-order accuracy (IHOA) time integration, which uses constant time step, is presented for dynamic analysis. By defining weighted factors, current displacement and velocity are assumed to be functions of ...
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    Automatic DR Structural Analysis of Snap-Through and Snap-Back Using Optimized Load Increments 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author(s): M. Rezaiee-Pajand; J. Alamatian
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, new schemes are presented for the dynamic relaxation (DR) method so that the snap-through and the snap-back regions can be traced automatically. These procedures are based on the minimization of the residual ...
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    Application of Exponential-Based Methods in Integrating the Constitutive Equations with Multicomponent Nonlinear Kinematic Hardening 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 012
    Author(s): M. Rezaiee-Pajand; Cyrus Nasirai; Mehrzad Sharifian
    Publisher: American Society of Civil Engineers
    Abstract: The von-Mises plasticity model, in the small strain regime, along with a class of multicomponent nonlinear kinematic hardening rules is considered. The material is assumed to be stabilized after several load cycles and ...
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    Direct Adaptive Neurocontrol of Structures under Earth Vibration 

    Source: Journal of Computing in Civil Engineering:;2009:;Volume ( 023 ):;issue: 005
    Author(s): M. Rezaiee-Pajand; M.-R. Akbarzadeh-T.; A. Nikdel
    Publisher: American Society of Civil Engineers
    Abstract: A direct adaptive neurocontroller is proposed to reduce structure response to earth vibrations by actively creating an equal but opposite force to that of the first mode force of the structure. While earthquake forces are ...
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