Uncertainty Quantification for Damping in Transient Pressure Oscillations-Reference-Cited by-同舟云学术

Uncertainty Quantification for Damping in Transient Pressure Oscillations

Published:2019-09 Issue:9 Volume:145 Page:04019039
ISSN:0733-9496
Container-title:Journal of Water Resources Planning and Management
language:en
Short-container-title:J. Water Resour. Plann. Manage.

Author:

Khilqa Sahad¹^ORCID,Elkholy Mohamed²,Al-Tofan Mohammed³,Caicedo Juan M.⁴,Chaudhry M. Hanif⁵

Affiliation:

1. Assistant Lecturer, Dept. of Building and Constructions Technology, Engineering Technical College, Northern Technical Univ., Mosul 41002, Iraq; Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208. ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Beirut Arab Univ., Tripoli 1301, Lebanon.

3. Assistant Lecturer, Dept. of Civil Engineering, College of Engineering, Univ. of Basrah, Basrah 61004, Iraq; Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208.

4. Professor and Chair, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208.

5. Associate Dean, International Programs, College of Engineering and Computing, Univ. of South Carolina, Columbia, SC 29208 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WR.1943-5452.0001089

Reference45 articles.

1. Experimental Examination of Unsteady Friction Models for Transient Pipe Flow Simulation

2. LII. An essay towards solving a problem in the doctrine of chances. By the late Rev. Mr. Bayes, F. R. S. communicated by Mr. Price, in a letter to John Canton, A. M. F. R. S

3. Updating Models and Their Uncertainties. I: Bayesian Statistical Framework

4. Probabilistic damage identification of a designed 9-story building using modal data in the presence of modeling errors

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