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Abstract

The standing seam metal roof system is wind-sensitive due to its light weight and decreasing stiffness as the span increases, and in recent years there have been a number of wind-exposed damages to the structures where these roof systems have been applied. In order to study the wind-uplifted resistance reliability of different types of standing seam metal roof systems, and then to evaluate their safety level, a reliability analysis framework was developed. The proposed approach integrates the Latin Hypercube Sampling–Monte Carlo Simulation (LHS–MCS) method to assess the wind-uplifted resistance reliability of standing seam metal roof systems. Taking Jinan Yaoqiang International Airport Terminal Building’s standing seam Al-Mg-Mn roof system and Urumqi Tianshan International Airport Transportation Center’s standing seam Al-Zn-plated steel roof system as the objects of research, the research was carried out from the aspects of wind uplift test, wind tunnel test, finite element simulation, and wind-uplifted resistance reliability analysis. The study shows the following: the wind-uplifted resistance bearing capacity of the roof systems is significantly affected by the width of the roof panel, the spacing of the fixed support, the thickness of the roof panel, and the diameter of end interlocking; the effects of the differences in structural parameters and roof types are eliminated by the introduction of a damage index, and the failure forms of different types of roof systems can be unified, and the corresponding limit state function can then be deduced; based on the LHS–MCS method, the reliability indexes of the two common types of standing seam metal roof systems were obtained to be 3.0975 and 3.2850, respectively, which are lower than the requirements of the code for the first safety level, and it is recommended that reinforcement measures be prioritized at the connection points between roof panel and support, such as reducing the spacing of the fixed support or decreasing the diameter of end interlocking, to improve the structural safety. The above study can provide a reference for the safety level assessment, wind resistant design, and sustainable operation and maintenance of different types of standing seam metal roof systems.

Details

1009240
Business indexing term
Title
Study on the Reliability of Wind-Uplifted Resistance of Different Types of Standing Seam Metal Roof Systems
Author
Zhao, Rui 1   VIAFID ORCID Logo  ; Wu, Libo 2 ; Zhao, Huijun 3 ; Wang, Yihao 4 ; He, Yifan 5 

 College of Civil Engineering and Architecture, Xinjiang University, Urumqi 830017, China, Xinjiang Key Laboratory of Building Structure and Earthquake Resistance, Urumqi 830017, China 
 College of Civil Engineering and Architecture, Xinjiang University, Urumqi 830017, China 
 Xinjiang Construction Engineering Road & Bridge Engineering Co., Ltd., Urumqi 830000, China 
 China Shipbuilding NDRI Engineering Company Limited, Shanghai 200063, China 
 State Grid Xinjiang Electric Power Co., Ltd., Construction Branch, Urumqi 830000, China 
Publication title
Buildings; Basel
Volume
15
Issue
21
First page
3957
Number of pages
30
Publication year
2025
Publication date
2025
Publisher
MDPI AG
Place of publication
Basel
Country of publication
Switzerland
Publication subject
e-ISSN
20755309
Source type
Scholarly Journal
Language of publication
English
Document type
Journal Article
Publication history
 
 
Online publication date
2025-11-02
Milestone dates
2025-08-21 (Received); 2025-10-31 (Accepted)
Publication history
 
 
   First posting date
02 Nov 2025
ProQuest document ID
3271029508
Document URL
https://www.proquest.com/scholarly-journals/study-on-reliability-wind-uplifted-resistance/docview/3271029508/se-2?accountid=208611
Copyright
© 2025 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.
Last updated
2025-11-12
Database
ProQuest One Academic