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    Open-Closed-Loop Linear Control of Building Frames under Seismic Excitation 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): S. Sarbjeet; T. K. Datta
    Publisher: American Society of Civil Engineers
    Abstract: A control strategy based on the combination of feedforward and feedback gain controls (an open-closed loop) is presented for the reduction of the displacement response of the shear frame model of tall buildings to random ...
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    Fatigue Reliability Analysis of Microwave Antenna Towers due to Wind 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 010
    Author(s): Rajesh Deoliya; T. K. Datta
    Publisher: American Society of Civil Engineers
    Abstract: A reliability analysis of antenna towers against cumulative fatigue damage failure is presented for the gustiness of wind. Fatigue damage is evaluated by the S-N curve approach using Palmgren-Miner's rule. Application of ...
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    Reliability Analysis of Suspension Bridges against Fatigue Failure from the Gusting of Wind 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 003
    Author(s): Saeid Pourzeynali; T. K. Datta
    Publisher: American Society of Civil Engineers
    Abstract: A fatigue reliability analysis of suspension bridges due to the gustiness of the wind velocity is presented by combining overall concepts of bridge aerodynamics, fatigue analysis, and reliability analysis. For this purpose, ...
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    Nonlinear Sliding Mode Control of Seismic Response of Building Frames 

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 004
    Author(s): S. Sarbjeet; T. K. Datta
    Publisher: American Society of Civil Engineers
    Abstract: A nonlinear continuous sliding mode control strategy is presented to control the response of building frames to random ground motion. The control mechanism uses an active tuned mass damper placed at the top of the building ...
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    Stochastic Response and Stability of a Nonintegrable System 

    Source: Journal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Deepak Kumar; T. K. Datta
    Publisher: American Society of Civil Engineers
    Abstract: For determining the stochastic response and stability of a strongly nonlinear single-degree-of-freedom system using the stochastic averaging technique, the size of excitations should be small such that the response of the ...
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    Probabilistic Pseudo-Static Analysis of Risers 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1990:;volume( 112 ):;issue: 001:;page 58
    Author(s): Suhail Ahmad; T. K. Datta
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Under many sea states, the marine risers behave in a quasi-static manner. The statistics of the response of the marine risers to random sea states producing quasi-static loading is determined ...
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    Semiactive Fuzzy Logic Control of Suspension Bridge Flutter 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): S. Pourzeynali; T. K. Datta
    Publisher: American Society of Civil Engineers
    Abstract: A semiactive tuned mass damper (STMD) system with variable damping is used to control the flutter instability of long-span suspension bridges. For this purpose, a combined vertical and torsional model of a TMD system, which ...
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    Nonlinear Behavior of Articulated Tower in Random Sea 

    Source: Journal of Manufacturing Science and Engineering:;1991:;volume( 113 ):;issue: 002:;page 238
    Author(s): A. K. Jain; T. K. Datta
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An iterative frequency domain method for determining the response of articulated towers to first order wave and current induced forces is presented. The application of the method is illustrated ...
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    On the Efficiency of Some Recently Developed Integration Algorithms for Offshore Problems 

    Source: Journal of Energy Resources Technology:;1983:;volume( 105 ):;issue: 001:;page 73
    Author(s): T. K. Datta; A. M. Sood
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The efficiency of some recently developed integration schemes, namely, Hilber’s ∝-method, collocation schemes and large time step integration schemes developed by Argyris, is evaluated by applying ...
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    Seismic Response of Buried Submarine Pipelines 

    Source: Journal of Energy Resources Technology:;1988:;volume( 110 ):;issue: 004:;page 208
    Author(s): T. K. Datta; E. A. Mashaly
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Submarine pipelines are many a time buried into a jet-blasted channel in the seabed. Seismic response of such buried pipelines are investigated in this paper. The earthquake is considered as ...
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