SOME EXPLORATIONS OF THE CALCULATION OF THE BEARING CAPACITY OF THE COMPRESSION MASONRY STRUCTURAL MEMBERS

Yu Haijun

doi:10.13204/j.gyjz200511026

Volume 35 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(11): 88-89,59

SHEN Tong, XU Haixiang, YANG Xinguang, SONG Zhengfeng, LIU Kai, ZHAO He, ZHANG Haiming. DISPLACEMENT ANALYSIS FOR STRUCTURAL INTEGRITY TEST OF CONTAINMENT OF HPR1000 NUCLEAR POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 1-6. doi: 10.13204/j.gyjzG21120605

Citation:

Yu Haijun. SOME EXPLORATIONS OF THE CALCULATION OF THE BEARING CAPACITY OF THE COMPRESSION MASONRY STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 88-89,59. doi: 10.13204/j.gyjz200511026

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SOME EXPLORATIONS OF THE CALCULATION OF THE BEARING CAPACITY OF THE COMPRESSION MASONRY STRUCTURAL MEMBERS

doi: 10.13204/j.gyjz200511026

Yu Haijun

1.
School of Sciences,Nanjing University of Science &Technology Nanjing 210094

Received Date: 2005-04-08
Publish Date: 2005-11-20

Abstract

Abstract

It is given a deep analysis on the computing model of the nonreinforced masonry members subjected to compression specified by Code for Design of Masonry Structure(GB 50003-2001), it is also proposed a visual and convenient graphology to the design of the bond-wall of brick masonry and structural concrete column subjected to axial compression.
- masonry, compression, bearing capacity,

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References(2)

References

[2] GB 50003-2001 砌体结构设计规范

苏小卒.砌体结构设计.上海:同济大学出版社,2002

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