CLC number: TU973+.19
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
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ZHANG Jie, ZHANG Zhong-xian, ZHAO Wen-guang, ZHU Hong-ping, ZHOU Chun-sheng. Safety analysis of optimal outriggers location in high-rise building structures[J]. Journal of Zhejiang University Science A, 2007, 8(2): 264-269.
@article{title="Safety analysis of optimal outriggers location in high-rise building structures",
author="ZHANG Jie, ZHANG Zhong-xian, ZHAO Wen-guang, ZHU Hong-ping, ZHOU Chun-sheng",
journal="Journal of Zhejiang University Science A",
volume="8",
number="2",
pages="264-269",
year="2007",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2007.A0264"
}
%0 Journal Article
%T Safety analysis of optimal outriggers location in high-rise building structures
%A ZHANG Jie
%A ZHANG Zhong-xian
%A ZHAO Wen-guang
%A ZHU Hong-ping
%A ZHOU Chun-sheng
%J Journal of Zhejiang University SCIENCE A
%V 8
%N 2
%P 264-269
%@ 1673-565X
%D 2007
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2007.A0264
TY - JOUR
T1 - Safety analysis of optimal outriggers location in high-rise building structures
A1 - ZHANG Jie
A1 - ZHANG Zhong-xian
A1 - ZHAO Wen-guang
A1 - ZHU Hong-ping
A1 - ZHOU Chun-sheng
J0 - Journal of Zhejiang University Science A
VL - 8
IS - 2
SP - 264
EP - 269
%@ 1673-565X
Y1 - 2007
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2007.A0264
Abstract: This paper presents the restraining moments of outriggers acting on the core wall and the equation of the horizontal top deflection based on a simplified outrigger model. The deformation compatibility conditions between outriggers and core wall as well as the finite rigidities of outriggers are also considered. One case study was carried out to analyze the horizontal top deflection and the mutation of the restraining moments caused by the variation of outrigger location. The results showed that the method adopted in the paper is simple and reasonable. Some conclusions are valuable to the safety design of high-rise building structures.
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