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    Prediction of Nonlinear Stress-Strain Relationship of Lightly Stabilized Granular Materials from Unconfined Compression Testing 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 008
    Author(s): D. K. Paul; C. T. Gnanendran
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the nonlinear stress-strain behavior of lightly stabilized granular base materials and presents a method to predict them based on modified and extended Ramberg-Osgood expression from unconfined compression ...
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    Comparative Study of Various Creep and Shrinkage Prediction Models for Concrete 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 003
    Author(s): Rajeev Goel; Ram Kumar; D. K. Paul
    Publisher: American Society of Civil Engineers
    Abstract: Various prediction models have been developed to predict the creep and shrinkage in concrete. Experimental studies to measure the creep and shrinkage in concrete have also been carried out by researchers and reported in ...
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    Force-Deformation Behavior of Isolation Bearings 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 004
    Author(s): Pradeep Kumar T. V.; D. K. Paul
    Publisher: American Society of Civil Engineers
    Abstract: The isolation bearings are widely used in earthquake prone areas to protect the structure from seismic forces. The isolation bearing consists of an isolator to increase the natural period of the structure away from the ...
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    Closure to “<i>Structural Behavior of Prefabricated Shear Walls</i>” by S. C. Chakrabarti, G. C. Nayak, and D. K. Paul (April, 1988, Vol. 114, No. 4) 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): S. C. Chakrabarti; G. C. Nayak; D. K. Paul
    Publisher: American Society of Civil Engineers
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    Structural Behavior of Prefabricated Shear Walls 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 004
    Author(s): S. C. Chakrabarti; G. C. Nayak; D. K. Paul
    Publisher: American Society of Civil Engineers
    Abstract: In precast large-panel multistory buildings, prefabricated jointed panels form the shear wall to carry the lateral loads due to wind, etc. The in situ vertical and horizontal joints form slip surfaces and the interaction ...
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    Strain Rate Model for Dynamic Analysis of Reinforced Concrete Structures 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author(s): A. K. Pandey; Ram Kumar; D. K. Paul; D. N. Trikha
    Publisher: American Society of Civil Engineers
    Abstract: A strain rate dependent material model for concrete has been proposed for analysis of three-dimensional reinforced concrete structures under transient dynamic loading. The model takes into account the pressure sensitivity ...
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