Response to discussion on “A Knowledge Transfer Enhanced Ensemble Approach to Predict the Shear Capacity of Reinforced Concrete Deep Beams without Stirrups,” Computer-Aided Civil and Infrastructure Engineering, 38:11, 1520–1535

Hongrak Pak; Samuel Leach; Seung Hyun Yoon; Stephanie German Paal

doi:10.1111/mice.13093

Response to discussion on “A Knowledge Transfer Enhanced Ensemble Approach to Predict the Shear Capacity of Reinforced Concrete Deep Beams without Stirrups,” Computer-Aided Civil and Infrastructure Engineering, 38:11, 1520–1535

Hongrak Pak
, Samuel Leach
, Seung Hyun Yoon
, Stephanie German Paal

Texas A&M University

Research output: Contribution to journal › Comment/debate

Abstract

The authors appreciate the discusser's comments on our manuscript. We believe that careful feedback enhances the impact of our paper (Pak et al, 2023) to researchers and practitioners in the structural engineering domain. The issues raised by the discusser pertain to the scope and significance, black boxes in machine learning, and engineering applicability. This document delivers our detailed responses to the discusser's comments.

Original language	English
Pages (from-to)	2688-2689
Number of pages	2
Journal	Computer-Aided Civil and Infrastructure Engineering
Volume	38
Issue number	18
DOIs	https://doi.org/10.1111/mice.13093
State	Published - Dec 2023
Externally published	Yes

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1 Article

A knowledge transfer enhanced ensemble approach to predict the shear capacity of reinforced concrete deep beams without stirrups
Pak, H., Leach, S., Yoon, S. H. & Paal, S. G., Jul 2023, In: Computer-Aided Civil and Infrastructure Engineering. 38, 11, p. 1520-1535 16 p.
Research output: Contribution to journal › Article › peer-review

Open Access
22 Scopus citations

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Pak, H., Leach, S., Yoon, S. H., & Paal, S. G. (2023). Response to discussion on “A Knowledge Transfer Enhanced Ensemble Approach to Predict the Shear Capacity of Reinforced Concrete Deep Beams without Stirrups,” Computer-Aided Civil and Infrastructure Engineering, 38:11, 1520–1535. Computer-Aided Civil and Infrastructure Engineering, 38(18), 2688-2689. https://doi.org/10.1111/mice.13093

Pak, Hongrak ; Leach, Samuel ; Yoon, Seung Hyun et al. / Response to discussion on “A Knowledge Transfer Enhanced Ensemble Approach to Predict the Shear Capacity of Reinforced Concrete Deep Beams without Stirrups,” Computer-Aided Civil and Infrastructure Engineering, 38:11, 1520–1535. In: Computer-Aided Civil and Infrastructure Engineering. 2023 ; Vol. 38, No. 18. pp. 2688-2689.

@article{34754f4806cd4daeb776aaa1266eea7d,

title = "Response to discussion on “A Knowledge Transfer Enhanced Ensemble Approach to Predict the Shear Capacity of Reinforced Concrete Deep Beams without Stirrups,” Computer-Aided Civil and Infrastructure Engineering, 38:11, 1520–1535",

abstract = "The authors appreciate the discusser's comments on our manuscript. We believe that careful feedback enhances the impact of our paper (Pak et al, 2023) to researchers and practitioners in the structural engineering domain. The issues raised by the discusser pertain to the scope and significance, black boxes in machine learning, and engineering applicability. This document delivers our detailed responses to the discusser's comments.",

author = "Hongrak Pak and Samuel Leach and Yoon, \{Seung Hyun\} and Paal, \{Stephanie German\}",

year = "2023",

month = dec,

doi = "10.1111/mice.13093",

language = "English",

volume = "38",

pages = "2688--2689",

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}

Pak, H, Leach, S, Yoon, SH & Paal, SG 2023, 'Response to discussion on “A Knowledge Transfer Enhanced Ensemble Approach to Predict the Shear Capacity of Reinforced Concrete Deep Beams without Stirrups,” Computer-Aided Civil and Infrastructure Engineering, 38:11, 1520–1535', Computer-Aided Civil and Infrastructure Engineering, vol. 38, no. 18, pp. 2688-2689. https://doi.org/10.1111/mice.13093

Response to discussion on “A Knowledge Transfer Enhanced Ensemble Approach to Predict the Shear Capacity of Reinforced Concrete Deep Beams without Stirrups,” Computer-Aided Civil and Infrastructure Engineering, 38:11, 1520–1535. / Pak, Hongrak; Leach, Samuel; Yoon, Seung Hyun et al.
In: Computer-Aided Civil and Infrastructure Engineering, Vol. 38, No. 18, 12.2023, p. 2688-2689.

Research output: Contribution to journal › Comment/debate

TY - JOUR

T1 - Response to discussion on “A Knowledge Transfer Enhanced Ensemble Approach to Predict the Shear Capacity of Reinforced Concrete Deep Beams without Stirrups,” Computer-Aided Civil and Infrastructure Engineering, 38:11, 1520–1535

AU - Pak, Hongrak

AU - Leach, Samuel

AU - Yoon, Seung Hyun

AU - Paal, Stephanie German

PY - 2023/12

Y1 - 2023/12

N2 - The authors appreciate the discusser's comments on our manuscript. We believe that careful feedback enhances the impact of our paper (Pak et al, 2023) to researchers and practitioners in the structural engineering domain. The issues raised by the discusser pertain to the scope and significance, black boxes in machine learning, and engineering applicability. This document delivers our detailed responses to the discusser's comments.

AB - The authors appreciate the discusser's comments on our manuscript. We believe that careful feedback enhances the impact of our paper (Pak et al, 2023) to researchers and practitioners in the structural engineering domain. The issues raised by the discusser pertain to the scope and significance, black boxes in machine learning, and engineering applicability. This document delivers our detailed responses to the discusser's comments.

UR - https://www.scopus.com/pages/publications/85170569382

U2 - 10.1111/mice.13093

DO - 10.1111/mice.13093

M3 - Comment/debate

AN - SCOPUS:85170569382

SN - 1093-9687

VL - 38

SP - 2688

EP - 2689

JO - Computer-Aided Civil and Infrastructure Engineering

JF - Computer-Aided Civil and Infrastructure Engineering

IS - 18

ER -

Pak H, Leach S, Yoon SH, Paal SG. Response to discussion on “A Knowledge Transfer Enhanced Ensemble Approach to Predict the Shear Capacity of Reinforced Concrete Deep Beams without Stirrups,” Computer-Aided Civil and Infrastructure Engineering, 38:11, 1520–1535. Computer-Aided Civil and Infrastructure Engineering. 2023 Dec;38(18):2688-2689. doi: 10.1111/mice.13093

Response to discussion on “A Knowledge Transfer Enhanced Ensemble Approach to Predict the Shear Capacity of Reinforced Concrete Deep Beams without Stirrups,” Computer-Aided Civil and Infrastructure Engineering, 38:11, 1520–1535

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Research output

A knowledge transfer enhanced ensemble approach to predict the shear capacity of reinforced concrete deep beams without stirrups

Cite this