Hemodynamic Impact of the C-Pulse Cardiac Support Device: A One-Dimensional Arterial Model Study

2017 ◽  
Vol 41 (10) ◽  
pp. E141-E154 ◽  
Author(s):  
Daimé Campos Arias ◽  
Francisco Londono ◽  
Tania Rodríguez Moliner ◽  
Dimitrios Georgakopoulos ◽  
Nikos Stergiopulos ◽  
...  
2021 ◽  
Vol 23 (1) ◽  
Author(s):  
Ziwei Liu ◽  
Muhammad Naveed ◽  
Mirza Muhammad Faran Ashraf Baig ◽  
Reyaj Mikrani ◽  
Cuican Li ◽  
...  

2004 ◽  
Vol 10 (2) ◽  
pp. 96-104 ◽  
Author(s):  
Mehmet C. Oz ◽  
Wolfgang F. Konertz ◽  
Jai Raman ◽  
Franz X. Kleber

2013 ◽  
Vol 58 (5) ◽  
pp. 1431
Author(s):  
J. Westley Ohman ◽  
Chandu Vemuri ◽  
Sunil Prasad ◽  
Scott Silvestry ◽  
Jeffrey Jim ◽  
...  

2003 ◽  
Vol 126 (4) ◽  
pp. 983-991 ◽  
Author(s):  
Mehmet C Oz ◽  
Wolfgang F Konertz ◽  
Franz X Kleber ◽  
Friedrich W Mohr ◽  
Jan F Gummert ◽  
...  

2018 ◽  
Vol 1145 ◽  
pp. 8-16 ◽  
Author(s):  
Jing Rui Guo ◽  
Xian Chang Zheng ◽  
Ji Qing Zhang ◽  
Zhi Meng Zhao

The EVP model is an available method to apply to the vertical settlement of soft soil consolidation calculation and analysis. Compared with Visco-Plasticity model, it shows more consistent with the actual stress conditions of the soil. In this paper, We have extracted soil samples in BinHai garden for assay. Then through the comparison with calculating results and a long-time engineering monitoring in BinHai garden soft soil area, a feasibility EVP model study on the vertical settlement in soft soil area is peoposed. Further a consequent sedimentation forecast was made according with the EVP model calculation. In the end, the settlement influence from creep was analyzed through one-dimensional consolidation theory.


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