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    Closure to “<i>Small‐Amplitude Vibrations of Extensible Cables</i>” by Banjwu Shih and Iradj G. Tadjbakhsh (April, 1984) 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 006
    Author(s): Iradj G. Tadjbakhsh
    Publisher: American Society of Civil Engineers
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    Small‐Amplitude Vibrations of Extensible Cables 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Banjwu Shih; Iradj G. Tadjbakhsh
    Publisher: American Society of Civil Engineers
    Abstract: Equations governing small‐amplitude free vibrations of extensible cables are determined. The resulting eigenvalue problem is solved using the Galerkin procedure. Numerical results agree with previous results in the ...
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    Hysteretic Dampers in Base Isolation: Random Approach 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author(s): Michalakis C. Constantinou; Iradj G. Tadjbakhsh
    Publisher: American Society of Civil Engineers
    Abstract: A method of random vibration analysis of base isolated structures with hysteretic dampers is employed. The hysteretic restoring force is modeled by a nonlinear differential equation. The equations of motion for shear type ...
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    Dynamic Stability of the Flexible Connecting Rod of a Slider Crank Mechanism 

    Source: Journal of Mechanical Design:;1986:;volume( 108 ):;issue: 004:;page 487
    Author(s): Iradj G. Tadjbakhsh; Christos J. Younis
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The partial differential equation of motion of the flexible connecting rod of a slider crank is derived, under the assumption of small deflections. Application of the Galerkin procedure, leads ...
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    Probabilistic Optimum Base Isolation of Structures 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): Michalakis C. Constantinou; Iradj G. Tadjbakhsh
    Publisher: American Society of Civil Engineers
    Abstract: The problem of the optimal base isolation system of multistory shear type buildings has been considered in a probabilistic sense. For white noise ground accelerations the response of the structure relative to the base was ...
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    Performance of Sliding Resilient‐Friction Base‐Isolation System 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Lin Su; Goodarz Ahmadi; Iradj G. Tadjbakhsh
    Publisher: American Society of Civil Engineers
    Abstract: Combining the desirable features of the Electricite de France (EDF) base isolator and the resilient‐friction base‐isolation (R‐FBI) system, a modified design for a base isolation system is proposed. Seismic performance of ...
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    Optimal, Coupled-Modal Control of Distributed Parameter Systems With Discrete Actuators 

    Source: Journal of Applied Mechanics:;1989:;volume( 056 ):;issue: 004:;page 941
    Author(s): Iradj G. Tadjbakhsh; Yuan-an Su
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Optimal control of flexible continuous structures subjected to arbitrary time-varying distributed loads is considered. The control is to be implemented by discrete sets of sensors and actuators ...
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    Comparative Study of Base Isolation Systems 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 009
    Author(s): Lin Su; Goodarz Ahmadi; Iradj G. Tadjbakhsh
    Publisher: American Society of Civil Engineers
    Abstract: A comparative study of effectiveness of various base isolators is carried out. These include the laminated rubber bearing with and without lead plug and several frictional base isolation systems. The structure is modeled ...
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    Optimal Control of Structures with Acceleration, Velocity, and Displacement Feedback 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 010
    Author(s): Fayaz R. Rofooei; Iradj G. Tadjbakhsh
    Publisher: American Society of Civil Engineers
    Abstract: An optimal‐control algorithm with acceleration, velocity, and displacement feedback is proposed. The algorithm, which is derived by minimizing a quadratic time‐dependent performance index, includes constant control gains ...
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    Response of Sliding Rigid Structure to Base Excitation 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 003
    Author(s): Christos J. Younis; Iradj G. Tadjbakhsh
    Publisher: American Society of Civil Engineers
    Abstract: The rectilinear motion and the conditions of reattachment and separation of a rigid body, in friction contact with another body are considered. A graphical representation of the motion is indicated, and analytical expressions ...
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