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    Optimum RC Member Design With Predetermined Discrete Sections 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 010
    Author(s): Chang‐Koon Choi; Hyo‐Gyoung Kwak
    Publisher: American Society of Civil Engineers
    Abstract: This paper develops a simplified, yet effective, algorithm for optimum reinforced concrete (RC) member design. After construction of the data base of predetermined reinforced concrete sections that are arranged in the order ...
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    Nonlinear Analysis of RC Beam Subject to Cyclic Loading 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 012
    Author(s): Hyo-Gyoung Kwak; Sun-Pil Kim
    Publisher: American Society of Civil Engineers
    Abstract: A hysteretic moment-curvature relationship to simulate the behavior of a reinforced concrete (RC) beam under cyclic loading is introduced in this paper, and the nonlinear behavior of RC beams subjected to flexural cyclic ...
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    Blast Analysis of RC Beams Based on Moment-Curvature Relationship Considering Fixed-End Rotation 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Gang-Kyu Park; Hyo-Gyoung Kwak; Filip C. Filippou
    Publisher: American Society of Civil Engineers
    Abstract: An improved numerical model that can simulate the nonlinear behavior of RC beams subjected to blast loadings is introduced in this paper. The model is based on the moment-curvature relationship of a RC section, and a dynamic ...
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    Experimental and Numerical Quantification of Plastic Settlement in Fresh Cementitious Systems 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 010
    Author(s): Hyo-Gyoung Kwak; Soojun Ha; W. Jason Weiss
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the plastic settlement of mortar is analyzed on the basis of small strain consolidation theory and the approach is compared with experimental data. The amount of settlement caused by the self-weight of bulk ...
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    Finite-Element Model to Evaluate Nonlinear Behavior of Posttensioned Composite Beams with Partial Shear Connection 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 008
    Author(s): Jin-Wook Hwang; Ji-Hyun Kwak; Hyo-Gyoung Kwak
    Publisher: American Society of Civil Engineers
    Abstract: A finite-element (FE) model to simulate nonlinear structural behavior of posttensioned composite beams with partial shear connectors is introduced in this paper. Stress-strain material models for concrete and steel are ...
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    Ultrasonic Wave Reflection and Resonant Frequency Measurements for Monitoring Early-Age Concrete 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 009
    Author(s): Jae Hong Kim; Surendra P. Shah; Zhihui Sun; Hyo-Gyoung Kwak
    Publisher: American Society of Civil Engineers
    Abstract: Various methods of nondestructive testing offer the opportunity to understand hydration of cement-based materials. In particular, the ultrasonic wave reflection method does not require access to two sides of a structural ...
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