scholarly journals Finite element model for vibration analysis of pre-twisted Timoshenko beam

2004 ◽  
Vol 273 (4-5) ◽  
pp. 741-754 ◽  
Author(s):  
B. Yardimoglu ◽  
T. Yildirim
2003 ◽  
Vol 17 (5) ◽  
pp. 679-690 ◽  
Author(s):  
Dong-Woohn Kim ◽  
Jin Koo Lee ◽  
No-Cheol Park ◽  
Young Pil Park

2012 ◽  
Vol 170-173 ◽  
pp. 3116-3120
Author(s):  
Tao Wang ◽  
Zhong Qiang Fang ◽  
Hao Li

Blasting construction of Houyuntai Mountain tunnels has vibration influence on ground masonry structures. 3-D finite element model is established to analyze this problem which indicates the house’s vibration response velocity induced by blasting loads. According to this analysis, the structure range of removal and strengthening is assured based on the allowable safety standard of 0.02~0.025m/s of blasting vibration. They include that the houses in 20m range of both sides of horizontal tunnel axis should be removed; the security in 20~28m range is not good, as a result the houses should be removed or strengthened; and the security over 28m range is good for houses. Moreover, some factors such as construction quality can influence houses’ anti-vibration safety.


2021 ◽  
Vol 79 ◽  
pp. 103053
Author(s):  
Eero Avi ◽  
Aleksi Laakso ◽  
Jani Romanoff ◽  
Heikki Remes ◽  
Ingrit Lillemäe-Avi

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