RESEARCH ON FAILURE MECHANISM AND DESIGN METHOD OF ABNORMAL FRAME JOINTS IN INDUSTRIAL MILL BUILDING

Wu Tao; Liu Boquan; Bai Guoliang; Li Hongxing; Zhu Jianing

doi:10.13204/j.gyjz200507009

Volume 35 Issue 7

Dec. 2014

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Wu Tao, Liu Boquan, Bai Guoliang, Li Hongxing, Zhu Jianing. RESEARCH ON FAILURE MECHANISM AND DESIGN METHOD OF ABNORMAL FRAME JOINTS IN INDUSTRIAL MILL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 26-28. doi: 10.13204/j.gyjz200507009

Citation:

Wu Tao, Liu Boquan, Bai Guoliang, Li Hongxing, Zhu Jianing. RESEARCH ON FAILURE MECHANISM AND DESIGN METHOD OF ABNORMAL FRAME JOINTS IN INDUSTRIAL MILL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 26-28. doi: 10.13204/j.gyjz200507009

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RESEARCH ON FAILURE MECHANISM AND DESIGN METHOD OF ABNORMAL FRAME JOINTS IN INDUSTRIAL MILL BUILDING

doi: 10.13204/j.gyjz200507009

1.
1. Chang'an University Xi'an 710061;
2.
2. Xi'an University of Architecture &Technology Xi'an 710055

Received Date: 2005-01-27
Publish Date: 2005-07-20

Abstract

Abstract

The R. C. frame-bent structures commonly contain abnormal joints. Based on the experimental result, the damage mechanism and the failure of abnormal joints under the shear force are analyzed. According to experimental result, the formula for calculation of the shear-bearing capacity of abnormal joints and the method for strengthening the abnormal joints are given, which provides a basis for rational design of the abnormal joints.
- abnormal frame joints,
- mechanism of failure,
- design proposition