Calculation of the local compressive bearing capacity of the masonry under the pad
[1]Yang Weizhong,WANG Li,ZHANG Shihong,et al.Calculation of the local compressive bearing capacity of the masonry under the pad[J].Journal of Zhengzhou University (Engineering Science),1999,20(04):29-32.[doi:10.3969/j.issn.1671-6833.1999.04.009]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
20
Number of periods:
1999 No.04
Page number:
29-32
Column:
Public date:
1999-01-01
- Title:
- Calculation of the local compressive bearing capacity of the masonry under the pad
- CLC:
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- Abstract:
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The shortcomings of the calculation formula for the local compressive bearing capacity of masonry under the pad were analyzed in the current masonry structure design code, and the stress-strain relationship of the existing compressed masonry was revised based on the characteristics of eccentric compression masonry, and the stress-strain relationship when the masonry was eccentrily compressed. Using the flat section assumption and cross-section balance member, the calculation formula of local compressive bearing capacity of masonry under rigid pad is derived, which has the characteristics of simple calculation and clear concept, and can be coordinated with the calculation of local compressive bearing capacity of beam end masonry, and the calculation results are in good agreement with the test results. The results also have a reference effect on the analysis of the compressive bearing capacity of masonry, which can be used as a reference for the revision of masonry structure design specifications.
- References:
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- Similar References:
Memo
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Last Update:
1900-01-01
