The failure modal analysis of full-scale high strength concrete frame columns with high axial compression ratios

被引:0
|
作者
Zhang, Guo-Jun [1 ]
Du, Xiao-Qin [1 ]
Liu, Jian-Xin [1 ]
Wang, Hong-Nan [1 ]
机构
[1] Architecture Engineering Institute, Shanghai Normal University, Shanghai 201418, China
来源
Gongcheng Lixue/Engineering Mechanics | 2009年 / 26卷 / SUPPL. 1期
关键词
Characteristic value - Frame columns - Full scale - High axial compression ratio - High strength concretes - Longitudinal reinforcement - Structure engineering - Transverse reinforcement;
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页码:89 / 93
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