Search Results - "Choi, Byung H."

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  1. 1

    Shear Transfer Resistance with Different Interface Conditions: Evaluation of Design Provisions and Proposed Equation by Diep, Hung Thanh, Choi, Byung H.

    Published in Applied sciences (01-07-2023)
    “…The design provisions in current codes for shear resistance of concrete-to-concrete interfaces exhibit significant differences. In this study, the accuracy of…”
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    Journal Article
  2. 2

    Effect of Strut Stiffness on Seismic Performance of Fully Integral Steel Bridge with a Strut-Braced Pier by Choi, Byung H., Kwak, Jaeyoung, Diep, Hung Thanh

    Published in International journal of steel structures (01-04-2024)
    “…Recently, the fully integral bridge system that integrates the entire superstructures and substructures together to form a monolithic rigid frame has been…”
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  3. 3

    Flexural Performance of Prefabricated Composite Girders along with Precast Deck-to-Girder Continuous Connections by Choi, Byung H., Diep, Hung Thanh, Moon, Jiho

    Published in International journal of steel structures (01-02-2024)
    “…Recently, a great amount of research has been carried out to resolve a growing need for durable and resilient highway bridge construction/reconstruction…”
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  4. 4

    Structural Performance of Prefabricated Composite Girders for Railway Bridges along with Girder-to-Deck Interface Connections for Mechanical Injection by Diep, Hung Thanh, Moon, Jiho, Choi, Byung H.

    Published in Applied sciences (31-05-2023)
    “…Recently, to resolve a growing need for durable and resilient railway bridge construction/reconstruction systems, a great amount of research has been carried…”
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  5. 5

    Seismic Performance Evaluation of a Fully Integral Concrete Bridge with End-Restraining Abutments by Nguyen, Duy-Duan, Lim, Churl-Soo, Moreno, Lorenz B., Choi, Byung H., Lee, Tae-Hyung

    Published in Advances in civil engineering (01-01-2019)
    “…A fully integral bridge that is restrained at both ends by the abutments has been proposed to form a monolithic rigid frame structure. Thus, the feasible…”
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  6. 6
  7. 7

    Lateral–torsional buckling of I-girder with corrugated webs under uniform bending by Moon, Jiho, Yi, Jong-Won, Choi, Byung H., Lee, Hak-Eun

    Published in Thin-walled structures (2009)
    “…This paper presents the results of the theoretical and finite element analyses of the lateral–torsional buckling of I-girders with corrugated webs under…”
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  8. 8

    Numerical Analysis on Plastic Moment Capacity of Prefabricated Steel Girders with Injection Channel Connections by Diep, Hung Thanh, Jang, Minseo, Moon, Jiho, Choi, Byung H.

    Published in International journal of steel structures (01-12-2022)
    “…Recently, a great amount of research has been conducted for resolving a growing need for durable and resilient highway bridge construction/reconstruction…”
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  9. 9
  10. 10

    Low-Intensity Ultrasound Decreases Ischemia-Induced Edema by Inhibiting N-Methyl-d-Aspartic Acid Receptors by Hada, Binika, Karmacharya, Mrigendra Bir, Park, So R, Choi, Byung H

    Published in Canadian journal of neurological sciences (01-11-2018)
    “…We have previously shown that low-intensity ultrasound (LIUS), a noninvasive mechanical stimulus, inhibits brain edema formation induced by oxygen and glucose…”
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  11. 11

    Rotational capacity and optimum bracing point of high strength steel I-girders by Joo, Hyun Sung, Moon, Jiho, Choi, Byung H., Lee, Hak-Eun

    Published in Journal of constructional steel research (01-09-2013)
    “…The rotational capacity of I-girders in the negative bending moment region is a crucial design parameter, since a large negative bending moment occurs near…”
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  12. 12

    Buckling Strength Increment of Curved Panels Due to Rotational Stiffness of Closed-Section Ribs Under Uniaxial Compression by Andico, Arriane Nicole P., Park, Yong-Myung, Choi, Byung H.

    Published in International journal of steel structures (01-11-2018)
    “…Recently, there have been studies about the increasing effect on the local plate buckling strength of flat plates when longitudinally stiffened with…”
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  13. 13

    Inelastic moment-rotation response of 690 MPa grade steel I-section girders by Yi, Gyu-Sei, Kim, Jin Kook, Choi, Byung H.

    Published in International journal of steel structures (01-12-2017)
    “…Recent specifications have adopted moment-rotation relationships for I-section girders with yield strengths up to 485 MPa to realize adequate and reliable…”
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  14. 14

    Bending Stiffness Requirement for Closed-Section Longitudinal Stiffeners of Isotropic Material Plates under Uniaxial Compression by Choi, Byung H, Kim, Jung J, Lee, Tae-Hyung

    Published in Journal of bridge engineering (01-07-2015)
    “…AbstractLongitudinally stiffened plates with closed-section ribs are supposed to be an effective system for axially compressed members. However, current design…”
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  15. 15

    Experimental study of inelastic buckling strength and stiffness requirements for longitudinally stiffened panels by Choi, Byung H., Hwang, Min-oh, Yoon, Tae-yang, Yoo, Chai H.

    Published in Engineering structures (01-05-2009)
    “…An experimental study was conducted in order to verify a proposed equation for the minimum required stiffness for longitudinal stiffeners attached on…”
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  16. 16

    Rotational Stiffness Requirements of Closed-Section Stiffeners for Buckling Strength Increment of Stiffened Plates Under Uniaxial Compression by Moreno, Lorenz B., Park, Yong-Myung, Choi, Sanghyun, Choi, Byung H.

    Published in International journal of steel structures (01-12-2019)
    “…In these days, closed form solutions to estimate the strength increment in the local buckling strength due to the rotational stiffness of the closed-section…”
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  17. 17

    Inelastic buckling of torsionally braced I-girders under uniform bending, II: Experimental study by Choi, Byung H., Park, Yong-myung

    Published in Journal of constructional steel research (01-08-2010)
    “…This paper presents a series of experimental test results on the inelastic buckling of torsionally braced I-girder system under uniform bending. In order to…”
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  18. 18

    Moment Gradient Modifier of Continuously Braced Nonuniform Beams with Top Flange Loading by Park, Jong S., Yoon, Dong Y., Choi, Byung H.

    Published in KSCE journal of civil engineering (01-03-2005)
    “…The elastic flexural-torsional buckling behavior of beams with nonuniform members is investigated by using finite-element analysis. From the investigation of…”
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  19. 19

    Stiffness requirements for transverse stiffeners of compression panels by Choi, Byung H., Kang, Young J., Yoo, Chai H.

    Published in Engineering structures (01-09-2007)
    “…This paper presents a more accurate calculation of the minimum stiffness required for transverse stiffeners of compression panels. As longitudinal stiffeners…”
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  20. 20

    Experimental study on the ultimate bending resistance of steel tub girders with top lateral bracing by Choi, Byung H., Park, Young-Suk, Yoon, Tae-yang

    Published in Engineering structures (01-11-2008)
    “…This paper presents a series of experimental test results on the flexural resistance of a steel tub girder with top lateral bracing. Three test girders were…”
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