Next Article in Journal
A Framework for Prefabricated Component Hoisting Management Systems Based on Digital Twin Technology
Next Article in Special Issue
Vibration-Based and Near Real-Time Seismic Damage Assessment Adaptive to Building Knowledge Level
Previous Article in Journal
Study on Breaking Concrete Structures by Pulse Power Technology
Previous Article in Special Issue
Assessment of the Seismic Behavior of a Precast Reinforced Concrete Industrial Building with the Presence of Horizontal Cladding Panels
 
 
Article
Peer-Review Record

Peak and Cumulative Response of Reinforced Concrete Frames with Steel Damper Columns under Seismic Sequences

Buildings 2022, 12(3), 275; https://doi.org/10.3390/buildings12030275
by Kenji Fujii
Reviewer 1: Anonymous
Reviewer 2: Anonymous
Reviewer 3: Anonymous
Buildings 2022, 12(3), 275; https://doi.org/10.3390/buildings12030275
Submission received: 21 January 2022 / Revised: 15 February 2022 / Accepted: 25 February 2022 / Published: 28 February 2022
(This article belongs to the Collection Structural Analysis for Earthquake-Resistant Design of Buildings)

Round 1

Reviewer 1 Report

It's interesting that this manuscript focuses on peak and cumulative response of reinforced concrete frames with steel damper columns under seismic sequences.

However, the dynamic input energy, such as momentary input engrgy, should be introduced in detail in this manuscript, which is the driving force mainly acting on the framework.

The reinforcement of beams and columns in the frame should be introduced in detail in this manuscript.

The connection design of beam column joints in frames should be introduced in detail in this manuscript.

Some of the research addressing these issues should be acknowledged, some recommended references, among many others are, https://doi.org/10.1016/j.istruc.2020.12.089;https://doi.org/10.1061/(ASCE)AS.1943-5525.0000942; https://doi.org/10.1002/tal.1775; https://doi.org/10.1016/j.jseaes.2013.05.008; https://doi.org/10.3311/PPci.15276; and so on.

Once the above concerns are fully addressed, I would be very glad to re-review the manuscript in greater depth because the subject is interesting.

Author Response

Please see the attachment.

Author Response File: Author Response.pdf

Reviewer 2 Report

Impressive work. The manuscript is much longer than average, perhaps the author may consider splitting it into two papers.

Author Response

Please see the attachment.

Author Response File: Author Response.pdf

Reviewer 3 Report

Comments and Suggestions for Authors in the attached pdf file.

Comments for author File: Comments.pdf

Author Response

Please see the attachment.

Author Response File: Author Response.pdf

Round 2

Reviewer 1 Report

The authors have NOT addressed most of the comments raised by the reviewers substantially. 
Due to the those fatal defects, it is difficult for readers to verify the correctness, accuracy and reliability of this manuscript.
Therefore, it is considered that this manuscript is not suitable for publication in this international journal.

Reviewer 3 Report

The author did not fully take into account all the comments of this reviewer especially with reference to point 5 of the review report. Thus, that paper cannot be accepted in such a version and it is necessary another round of review.

Author Response

Please see the attachment.

Author Response File: Author Response.pdf

Round 3

Reviewer 3 Report

The authors made the required corrections. The paper can be accepted.

Back to TopTop