查看原文
其他

钢筋混凝土框架倒塌试验和数值模型论文

2015-08-24 解琳琳,陆新征等 陆新征课题组

Journal of Earthquake Engineering, Accepted on Apr. 8, 2015. DOI: 10.1080/13632469.2015.1040897.


http://www.luxinzheng.net/publication6/Frame_Test_JEE_2015.htm

Abstract:

A thorough investigation of earthquake-induced collapse of reinforced concrete frames is presented. The inherent correlation between the nonlinear behavior of key components and the collapse mechanism of overall frame is examined through concurrent collapse tests of both frame and key components. Important issues in the component models are investigated through calibration against experiments, leading to a comprehensive structural system model. Both test and simulation indicate that the seismic performance are predominately governed by the key columns, whereas the energy dissipation capacity is somewhat affected by the joints. This study offers systematic experimental data and numerical models for future collapse assessments.

Keywords: Structural collapse; RC frame; Experimental calibration; Key components; Joints.


您可能也对以下帖子感兴趣

文章有问题?点此查看未经处理的缓存