Experimental study on elastic-plastic seismic response analysis of concrete gravity dam with strain rate effect

2019 ◽  
Vol 116 ◽  
pp. 563-569 ◽  
Author(s):  
Wang Hai-tao ◽  
Shen Jiayu ◽  
Wu Feng ◽  
An Zhiqiang ◽  
Liu Tianyun
2014 ◽  
Vol 711 ◽  
pp. 520-524 ◽  
Author(s):  
Huan Qin Liu ◽  
Wei Bin Li ◽  
Ruo Yang Wu ◽  
Lin Fei Yan

Based on one 240-meter-high special-shaped RC chimney, the structure’s dynamic performance and elastic-plastic seismic response analysis has been studied in detail. From the analysis, it demonstrates the weak areas in the chimney. The interlayer displacement angle about corresponding performance points under four kinds of loading mode were also acuired, and the response of four loading patterns were analyzed.


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