FRAME STRENGTHENED WITH EXTERNAL PRESTRESSING STEEL TENDONS UNDER CYCLIC LOAD

Zhu Xiaowen; Sun Baojun; Shen Yingkun; Li Yanhe

doi:10.13204/j.gyjz200412023

Volume 34 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(12): 80-82,66

Zhu Xiaowen, Sun Baojun, Shen Yingkun, Li Yanhe. FRAME STRENGTHENED WITH EXTERNAL PRESTRESSING STEEL TENDONS UNDER CYCLIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 80-82,66. doi: 10.13204/j.gyjz200412023

Citation:

Zhu Xiaowen, Sun Baojun, Shen Yingkun, Li Yanhe. FRAME STRENGTHENED WITH EXTERNAL PRESTRESSING STEEL TENDONS UNDER CYCLIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 80-82,66. doi: 10.13204/j.gyjz200412023

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FRAME STRENGTHENED WITH EXTERNAL PRESTRESSING STEEL TENDONS UNDER CYCLIC LOAD

doi: 10.13204/j.gyjz200412023

1.
1. College of Civil Engineering,Southeast University Nanjing 210096;
2.
2. Appraisal &Strengthening Center of Engineering Structure,Nanjing Un iversity of Industry Nanjing 210029

Received Date: 2004-02-20
Publish Date: 2004-12-20

Abstract

Abstract

Two reinforced concrete frames under cyclic horiz ontal loading were tested. One of which was strengthened with external prestress ing steel tendons. The effect of strengthening frame with external prestressing steel tendons on seismic ability was studied. A program using nonlinear FEM was coded to analyse that. The analytic result fit the experimental result well. Som e conclusions were gotten from that.
- cyclic load,
- external prestress,
- frame,
- FEM