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    Seismic Performance Evaluation of Nonseismic Designed Flat-Plate Structures 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 006
    Author(s): Jinkoo Kim; Taewan Kim
    Publisher: American Society of Civil Engineers
    Abstract: In this study the seismic performance of flat plate system structures designed without considering seismic load was investigated. Both the capacity spectrum method provided in ATC-40 in 1996 and nonlinear dynamic analyses ...
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    Concrete Maturity Method Using Variable Temperature Curing for Normal-Strength Concrete Mixes. II: Theoretical Study 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 012
    Author(s): Taewan Kim; Kevin L. Rens
    Publisher: American Society of Civil Engineers
    Abstract: Variable curing temperatures were used to simulate the condition of how mass concrete cures and how temperature affects strength development. For normal-strength portland cement concrete, higher curing temperature during ...
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    Concrete Maturity Method Using Variable Temperature Curing for Normal and High-Strength Concrete. I: Experimental Study 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 012
    Author(s): Taewan Kim; Kevin L. Rens
    Publisher: American Society of Civil Engineers
    Abstract: The maturity method is used to estimate the effects of time and temperature on the strength development of concrete. This paper shows how variable curing temperatures affect strength development for both normal and ...
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    Inspection of Quebec Street Bridge in Denver, Colorado: Destructive and Nondestructive Testing 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 003
    Author(s): Kevin L. Rens; Taewan Kim
    Publisher: American Society of Civil Engineers
    Abstract: Nondestructive testing techniques have been historically and commonly used to evaluate the quality of existing concrete structures. Several traditional nondestructive testing techniques were applied to the pier caps of the ...
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    Investigation of Progressive Collapse-Resisting Capability of Steel Moment Frames Using Push-Down Analysis 

    Source: Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 005
    Author(s): Taewan Kim; Jinkoo Kim; Junhee Park
    Publisher: American Society of Civil Engineers
    Abstract: In this study the vertical push-down analysis was conducted to investigate the resistance of steel moment frames for progressive collapse. The analysis was carried out by gradually increasing the vertical displacement in ...
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