Nonlinear analysis of specially-shaped RC columns

被引：0

作者：

Qu, Fu-Lai ^{[1
,2
]}

Huang, Cheng-Kui ^{[1
]}

Zhao, Xin ^{[3
]}

机构：

[1] State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China

[2] School of Civil Engineering and Communication, North China University of Water Conservancy and Electric Power, Zhengzhou 450011, China

[3] China Petrol Liaohe Engineering Co. Ltd., Panjin 124010, China

来源：

Dalian Ligong Daxue Xuebao/Journal of Dalian University of Technology | 2009年 / 49卷 / 02期

关键词：

Load limits - Compression ratio (machinery) - Axial compression - Loads (forces) - Nonlinear analysis - Reinforced concrete - Musculoskeletal system;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Based on the experimental study of 13 specially-shaped RC (reinforced concrete) columns under low cyclic load, the method of nonlinear analysis of specially-shaped columns is put forward and the computer program is developed to deal with the load-displacement skeleton curve. The calculated results agree well with the tested data and the method is convenient for predicting the nonlinear behavior of specially-shaped RC columns in earthquake. Furthermore, the influences of design parameters such as axial compression ratio and different length of limbs on bearing capacity and displacement are analyzed. It is shown that the bearing capacity increases and the deformation capacity decreases with increasing of axial compression ratio. Also, the horizontal ultimate load-carrying capacity of specimen is improved greatly when the web length increases.

引用

页码：234 / 238

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