Next Article in Journal
Exploiting Deep Learning for Wind Power Forecasting Based on Big Data Analytics
Next Article in Special Issue
On Two Approaches to Slope Stability Reliability Assessments Using the Random Finite Element Method
Previous Article in Journal
Control Reference Parameter for Stance Assistance Using a Passive Controlled Ankle Foot Orthosis—A Preliminary Study
Previous Article in Special Issue
The Impact of Node Location Imperfections on the Reliability of Single-Layer Steel Domes
 
 
Article
Peer-Review Record

Random Field-Based Time-Dependent Reliability Analyses of a PSC Box-Girder Bridge

Appl. Sci. 2019, 9(20), 4415; https://doi.org/10.3390/app9204415
by Zheheng Chen 1, Tong Guo 2,*, Shaobo Liu 3 and Weiwei Lin 4
Reviewer 1: Anonymous
Reviewer 2: Anonymous
Reviewer 3: Anonymous
Appl. Sci. 2019, 9(20), 4415; https://doi.org/10.3390/app9204415
Submission received: 18 September 2019 / Revised: 12 October 2019 / Accepted: 16 October 2019 / Published: 18 October 2019

Round 1

Reviewer 1 Report

Interesting paper very well organized. It brings a new view on the solved problem. I have a small formal reminder.  The symbol d in the differentials should be written as vertical letter (equations (1), (3), (12)).

Author Response

Dear reviewer,

    Please see the attachment,which contains the detailed responses to the

reviewer’s comments.

Thank you for your kind attention in this matter.

Zheheng Chen

College of Civil and Transportation Engineering, Hohai University

Nanjing, P. R. China, 210098

E-mail: [email protected]

Author Response File: Author Response.pdf

Reviewer 2 Report

General comments:

The bibliography is not adequate. Especially the references given in the introduction are not the most relevant ones. 

Consider giving some information about computation time, especially compared to the other, existing methods. 

The experimental data you use has been extracted from the literature: this is not a problem, but you have to be clear about that.

In the last example, which models for creep, shrinkage, ... and all other material properties do you use? I presume that you used models from the codes. Please explain why looking at uncertainties -as you do- is important if you use simplified models. Wouldn't a safety be better?

Author Response

Dear reviewer,

Please see the attachment, which contains the detailed responses to the reviewer’s comments.

Thank you for your kind attention in this matter.

Zheheng Chen

College of Civil and Transportation Engineering, Hohai University

Nanjing, P. R. China, 210098

E-mail: [email protected]

Author Response File: Author Response.pdf

Reviewer 3 Report

The first question is about novelty. Please add consistent information about the novelty of the research (in the Introduction as well as in conclusion). In the manuscript (in Introduction) only the literature review, as well as the information about the content of the paper, are provided. However, the novelty of the research was not highlighted and explained sufficiently. The second issue that is not explained sufficiently is the ‘Finite Element Model’. It is good to provide information about the number and types of finite elements that were used.

Author Response

Dear reviewer,

Please see the attachment, which contains the detailed responses to the reviewer’s comments.

Thank you for your kind attention in this matter.

Zheheng Chen

College of Civil and Transportation Engineering, Hohai University

Nanjing, P. R. China, 210098

E-mail: [email protected]

Author Response File: Author Response.pdf

Round 2

Reviewer 2 Report

The comments have been answered.

Back to TopTop