Influence analysis and safety assessment of vehicle bomb type on the dynamic response of curved bridge under bridge deck blast load : ——(II): Safety assessment

Author(s):  
Guohua Song ◽  
Gang Cao ◽  
Xiangyuan Lei
2010 ◽  
Vol 156-157 ◽  
pp. 677-677

This paper has been published in Advanced Materials Research Volumes 148 - 149, pp 544 http://www.scientific.net/AMR.148-149.544


2016 ◽  
Vol 127 ◽  
pp. 719-736 ◽  
Author(s):  
S.K. Hashemi ◽  
M.A. Bradford ◽  
H.R. Valipour

2010 ◽  
Vol 148-149 ◽  
pp. 544-547
Author(s):  
Xun Qian Xu ◽  
Ye Yuan Ma ◽  
Guo Qing Wu ◽  
Xiu Mei Gao

Basing on the coupled vibration theory, dynamic behavior of steel bridge deck thin surfacing under rand moving vehicles is studied. A three-dimensional coupled model is carried out for the steel bridges deck thin surfacing and vehicle. A method based on modal superposition and state space technique is developed to solve dynamic response generated by vehicle-surfacing interaction. The dynamic responses of an actual steel bridge deck thin surfacing are studied. The results show that adding epoxy asphalt as a sub coat can improve interface adhesion strength, which would be designed as the interface layer of steel deck thin surfacing.


2019 ◽  
Vol 9 (1) ◽  
pp. 63-76 ◽  
Author(s):  
Renaude Carneiro dos Santos ◽  
Ana Paula C. Larocca ◽  
João Olympio de Araújo Neto ◽  
Augusto César Barros Barbosa ◽  
José Venâncio Marra Oliveira

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