Year |
Citation |
Score |
2020 |
Sosa EM, Thompson GJ, Holter GM, Fortune JM. Large-scale inflatable structures for tunnel protection: a review of the Resilient Tunnel Plug project Journal of Infrastructure Preservation and Resilience. 1: 1-28. DOI: 10.1186/S43065-020-00011-0 |
0.379 |
|
2019 |
Pecora I, Sosa EM, Thompson GJ, Barbero EJ. FE simulation of ceiling deployment of a large-scale inflatable structure for tunnel sealing Thin-Walled Structures. 140: 272-293. DOI: 10.1016/J.Tws.2019.03.043 |
0.363 |
|
2019 |
Wagner HNR, Sosa EM, Ludwig T, Croll JGA, Hühne C. Robust design of imperfection sensitive thin-walled shells under axial compression, bending or external pressure International Journal of Mechanical Sciences. 156: 205-220. DOI: 10.1016/J.Ijmecsci.2019.02.047 |
0.376 |
|
2017 |
Sosa EM, Thompson GJ, Barbero EJ. Experimental investigation of initial deployment of inflatable structures for sealing of rail tunnels Tunnelling and Underground Space Technology. 69: 37-51. DOI: 10.1016/J.Tust.2017.06.001 |
0.348 |
|
2016 |
Sosa EM, Wong JCS, Adumitroaie A, Barbero EJ, Thompson GJ. Finite element simulation of deployment of large-scale confined inflatable structures Thin-Walled Structures. 104: 152-167. DOI: 10.1016/J.Tws.2016.02.019 |
0.384 |
|
2015 |
Godoy LA, Jaca RC, Sosa EM, Flores FG. A penalty approach to obtain lower bound buckling loads for imperfection-sensitive shells Thin-Walled Structures. 95: 183-195. DOI: 10.1016/J.Tws.2015.07.005 |
0.354 |
|
2014 |
Sosa EM, Thompson GJ, Barbero EJ. Testing of full-scale inflatable plug for flood mitigation in tunnels Transportation Research Record. 2407: 59-67. DOI: 10.3141/2407-06 |
0.311 |
|
2014 |
Sosa EM, Thompson GJ, Barbero EJ, Ghosh S, Peil KL. Friction characteristics of confined inflatable structures Friction. 2: 365-390. DOI: 10.1007/S40544-014-0069-8 |
0.381 |
|
2013 |
Barbero EJ, Sosa EM, Martinez X, Gutierrez JM. Reliability design methodology for confined high pressure inflatable structures Engineering Structures. 51: 1-9. DOI: 10.1016/J.Engstruct.2013.01.011 |
0.354 |
|
2011 |
Riad MY, Shoukry S, Sosa E, William G. Prediction of concrete initial setting time in field conditions through multivariate regression analysis Materials and Structures/Materiaux Et Constructions. 44: 1063-1077. DOI: 10.1617/S11527-010-9684-7 |
0.304 |
|
2011 |
Riad MY, Shoukry SN, Sosa EM, William GW. Concrete mix pouring sequence for uniform setting and curing of bridge decks Construction and Building Materials. 25: 1653-1662. DOI: 10.1016/J.Conbuildmat.2010.10.006 |
0.338 |
|
2010 |
Sosa EM, Godoy LA. Challenges in the computation of lower-bound buckling loads for tanks under wind pressures Thin-Walled Structures. 48: 935-945. DOI: 10.1016/J.Tws.2010.06.004 |
0.361 |
|
2006 |
Sosa EM, Godoy LA, Croll JGA. Computation of lower-bound elastic buckling loads using general-purpose finite element codes Computers and Structures. 84: 1934-1945. DOI: 10.1016/J.Compstruc.2006.08.016 |
0.348 |
|
2005 |
Sosa EM, Godoy LA. Nonlinear dynamics of above-ground thin-walled tanks under fluctuating pressures Journal of Sound and Vibration. 283: 201-215. DOI: 10.1016/J.Jsv.2004.04.023 |
0.339 |
|
2003 |
Godoy LA, Sosa EM. Localized support settlements of thin-walled storage tanks Thin-Walled Structures. 41: 941-955. DOI: 10.1016/S0263-8231(03)00043-0 |
0.323 |
|
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