EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF ABNORMAL JOINTS OF R.C FRAME FOR A LARGE-SCALE THERMAL POWER PLANT

Wu Tao; Bai Guoliang; Liu Boquan

doi:10.13204/j.gyjz200401011

Volume 34 Issue 1

Dec. 2014

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Wu Tao, Bai Guoliang, Liu Boquan. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF ABNORMAL JOINTS OF R.C FRAME FOR A LARGE-SCALE THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 39-41. doi: 10.13204/j.gyjz200401011

Citation:

Wu Tao, Bai Guoliang, Liu Boquan. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF ABNORMAL JOINTS OF R.C FRAME FOR A LARGE-SCALE THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 39-41. doi: 10.13204/j.gyjz200401011

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EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF ABNORMAL JOINTS OF R.C FRAME FOR A LARGE-SCALE THERMAL POWER PLANT

doi: 10.13204/j.gyjz200401011

1.
1. College of Architecture &Civil Engineering,Shenzhen University Shenzhen 518060;
2.
2. Xi'an University of Architecture &Technology Xi'an 710055;
3.
3. Changan University Xi'an 710064

Received Date: 2003-01-23
Publish Date: 2004-01-20

Abstract

Abstract

Based on the experimental study on a subspace model of the three-span, three-bay R.C frame for a large-scale thermal power plant, this paper mainly analyses the working property and stressed feature of the abnormal joints and the transverse bars strains in abnormal joints. Last, it gives the shear capacity formula for abnormal joints, which may be a reference for designs.
- abnormal joints of frame,
- shear capacity,
- advice of design