EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF WARPPED STEEL CONCRETE FRAME EXTERIOR JOINTS UNDER HIGH AXIAL COMPRESSION RATIO

Wu Tao; Liu Boquan; Bai Guoliang; Song Junshan; Sun Hongbo

doi:10.13204/j.gyjz200407018

Volume 34 Issue 7

Dec. 2014

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Wu Tao, Liu Boquan, Bai Guoliang, Song Junshan, Sun Hongbo. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF WARPPED STEEL CONCRETE FRAME EXTERIOR JOINTS UNDER HIGH AXIAL COMPRESSION RATIO[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 64-66. doi: 10.13204/j.gyjz200407018

Citation:

Wu Tao, Liu Boquan, Bai Guoliang, Song Junshan, Sun Hongbo. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF WARPPED STEEL CONCRETE FRAME EXTERIOR JOINTS UNDER HIGH AXIAL COMPRESSION RATIO[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 64-66. doi: 10.13204/j.gyjz200407018

Citation:

Wu Tao, Liu Boquan, Bai Guoliang, Song Junshan, Sun Hongbo. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF WARPPED STEEL CONCRETE FRAME EXTERIOR JOINTS UNDER HIGH AXIAL COMPRESSION RATIO[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 64-66. doi: 10.13204/j.gyjz200407018

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EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF WARPPED STEEL CONCRETE FRAME EXTERIOR JOINTS UNDER HIGH AXIAL COMPRESSION RATIO

doi: 10.13204/j.gyjz200407018

1.
1. Chang'an University Xi'an 710064;
2.
2. Xi'an University of Architecture and Technology Xi'an 710055;
3.
3. Henan Electronic Survey and Design Institute Zhengzhou 410009

Received Date: 2003-12-10
Publish Date: 2004-07-20

Abstract

Abstract

Three specimens of warpped steel concrete exterior joints which varied in axial compression ratio and the form of angle steel for beam, are put to test;and the forced feature of the angle steel as well as the aseismic behavior of the joints under the high axial compression ratio are studied.Based on the analyses, formula of shear carrying capacity is given.
- warpped steel concrete,
- exterior frame joints,
- aseismic behavior