ANALYSIS OF BENDING RESISTANCE OF STEEL PLATE-STICKING REINFORCED FRAME BEAM UNDER REVERSED LOW CYCLIC LOAD

Liu Ying; Wang Yuliang; Bai Ligeng

doi:10.13204/j.gyjz200409018

Volume 34 Issue 9

Dec. 2014

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Liu Ying, Wang Yuliang, Bai Ligeng. ANALYSIS OF BENDING RESISTANCE OF STEEL PLATE-STICKING REINFORCED FRAME BEAM UNDER REVERSED LOW CYCLIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 61-63. doi: 10.13204/j.gyjz200409018

Citation:

Liu Ying, Wang Yuliang, Bai Ligeng. ANALYSIS OF BENDING RESISTANCE OF STEEL PLATE-STICKING REINFORCED FRAME BEAM UNDER REVERSED LOW CYCLIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 61-63. doi: 10.13204/j.gyjz200409018

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ANALYSIS OF BENDING RESISTANCE OF STEEL PLATE-STICKING REINFORCED FRAME BEAM UNDER REVERSED LOW CYCLIC LOAD

doi: 10.13204/j.gyjz200409018

1.
1. Qingdao Institute of Architecture and Engineering Qingdao 266520;
2.
2. Central Research Institute of Building and Construction,MCC Group Beijing 100088

Received Date: 2004-01-10
Publish Date: 2004-09-20

Abstract

Abstract

By comparing tests of low cyclic reversed loading on four full-size members, the strains of steel plate-sticking reinforced frame beam are analysed and co-working conditions of the steel plate-sticking and reinforced concrete are compared.The integral working coefficient Ф is also given primarily and bending resistance equations are set up.
- bending carrying capacity,
- steel plate sticking,
- frame beam