Comparisons of Design and Assessment Standards of Masonry Structures in China, the US and Europe

WU Lele; TANG Caoming; LUO Kaihai; CHENG Shaoge; HUANG Shimin

doi:10.13204/j.gyjzG21092702

Volume 52 Issue 6

Sep. 2022

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(6): 191-198

Zhang Yaochun, Zhang Xiuhua. ANALYSIS FOR IN-PLANE GLOBAL STABILITY OF SPATIALLY LATTICED CIRCULAR ARCH WITH TRIANGULAR SECTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 76-78. doi: 10.13204/j.gyjz200404022

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WU Lele, TANG Caoming, LUO Kaihai, CHENG Shaoge, HUANG Shimin. Comparisons of Design and Assessment Standards of Masonry Structures in China, the US and Europe[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 191-198. doi: 10.13204/j.gyjzG21092702

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Comparisons of Design and Assessment Standards of Masonry Structures in China, the US and Europe

doi: 10.13204/j.gyjzG21092702

1. China Academy of Building Research, Beijing 100013, China;
2. Research Center for Disaster Prevention, Ministry of Housing and Urban-Rural Development, Beijing 100013, China

Received Date: 2021-09-27
Available Online: 2022-09-05

Abstract

Abstract

The design and assessment standards of masonry structures in China, the US and Europe were briefly compared. The results showed that the US standard did not reduce the strength, and the European standard defined the adjustment method of partial coefficients. In the seismic assessment, the US and European standards adopted performance-based assessment methods, considering the influence of cognitive level, the representative values of gravity load and the calculation method of seismic bearing capacity were adjusted. The ultimate limit state function of bearing capacity in Chinese assessment and design standards were the same, which was conservative for the safety assessment of existing building structures. It was suggested to introduce the performance-based methods in the future revision of the Chinese assessment standards and modify the partial factors of the ultimate expression of bearing capacity according to the reliability theory.
- masonry structures,
- safety assessment,
- partial factor,
- the ultimate limit state functions of bearing capacity

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References(23)

References

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