Author:
Cheng Kaikai,Weng Guangyuan,Cheng Zhengjie
Abstract
AbstractThe partial factor method has been widely used in building design and the partial factors to ensure the safety of structures are specified in the adopted codes. The load partial factors in the design expressions have been increased in the lasted code in China, which leads to theoretically increment in reliability and a growth in the consumption of construction materials. However, the influence of load partial factors adjustment on design of building structures arises different points among scholars. Some believe that it has a great impact on the design, some think the influence is small. This makes designers have doubts in the safety of structures and investors are also confused about the cost. In order to illustrate the influence of load partial factor adjustment on safety level and material consumption of RC (Reinforced Concrete) frame structures, reliability analysis and material consumption analysis are performed using First Order Reliability Method (FORM). The approach is carried out according to the load partial factors in Chinese codes of (GB50153-2008) and (GB50068-2018), respectively. Then, the influence of load partial factors adjustment is demonstrated with a case design of RC frame structures with different load partial factors in codes. The results show that the partial factor has a noticeable influence on the reliability index. The adjustment of load partial factors in design leads to an increase of the reliability index, which is about 8–16%. The increase of material consumption used in RC structures is about 0.75–6.29%. And the case indicated that the adjustment of load partial factors mainly result in the increase of reinforcement consumption, while have little effect on the concrete consumption. This study provides an analytical and conclusive insight into the influence of load partial factor adjustment on safety level and material consumption, which is can be applied to a wide range of structures.
Funder
Natural Science Foundation of Shaanxi Province
Scientific Research Program Funded by Shaanxi Provincial Education Department
Shaanxi Key Laboratory of Geotechnical and Underground Space Engineering
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Reference57 articles.
1. Bagheri, M., Chahkandi, A. & Jahangir, H. Seismic reliability analysis of RC frames rehabilitated by glass fiber-reinforced polymers. Int. J. Civ. Eng. 17, 1785–1797 (2019).
2. Ghobarah, A., El-Attar, M. & Aly, N. M. Evaluation of retrofit strategies for reinforced concrete columns: A case study. Eng. Struct. 22, 490–501 (2000).
3. Li, J. H., Lin, Z. M. & Li, M. S. The Limit State Design based on Probability for Building Structures (China Architecture and Building Press, 1990).
4. Madsen, H. O., Krenk, S. & Lind, N. C. Methods of Structural Safety; Mineola (Dover Publications, 2006).
5. Thoft-Cristensen, P. & Baker, M. J. Structural Reliability Theory and its Applications (Springer-Verlag, 1982).
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