Torsional effect analysis of high-rise reinforced concrete space grid cassette multi-tube structure system

被引：0
|
作者：
Jiang, An-Min [1 ,2 ]
Zhang, Fu-Tian [3 ]
Xiong, Qi-Wei [4 ]
Wang, Fei-Fei [5 ]
Dong, Yan-Chen [1 ]
机构：
[1] Hunan Urban Construct Coll, Dept Management Engn, Xiangtan 411100, Peoples R China
[2] Hunan Univ Sci & Technol, Sch Resource Environm & Safety Engn, Xiangtan 411201, Peoples R China
[3] CCCC First Highway Engn Co Ltd, 9th Engn Co Ltd, Guangzhou 511340, Peoples R China
[4] Hunan Univ, Coll Civil Engn, Changsha 410082, Peoples R China
[5] Hunan City Univ, Sch Civil Engn, Yiyang 413000, Hunan, Peoples R China
来源：
JOURNAL OF VIBROENGINEERING | 2024年 / 26卷 / 06期
关键词：
space grid cassette multi-tube structure; reinforced concrete; torsional effect analysis; comparative analysis; SEISMICALLY ISOLATED STRUCTURES;
D O I：
10.21595/jve.2024.23896
中图分类号：
R318 [生物医学工程];
学科分类号：
0831 ;
摘要：
The manuscript introduces a new structural system called the reinforced concrete (RC) space grid cassette multi-tube structure for high-rise buildings. A case study building is analyzed using this system and compared to a conventional RC frame-core tube structure. Through modal analysis in the software "Midas Gen", the torsional effect and control indices like inter-story displacement ratio, maximum displacement, etc. are compared between the two structural systems. The results show that the space grid cassette system has smaller displacement ratios, displacements, inter-story torsion angles, and thus better torsional resistance compared to the conventional frame-core tube system. Based on these analyses, the manuscript concludes that the RC space grid cassette multi-tube structural system has superior seismic performance and is more suitable for irregularly shaped high-rise residential buildings.
引用
收藏
页码：1404 / 1421
页数：18
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