| Year |
Citation |
Score |
| 2018 |
Palta E, Fang H, Weggel DC. Finite element analysis of the Advanced Combat Helmet under various ballistic impacts International Journal of Impact Engineering. 112: 125-143. DOI: 10.1016/J.Ijimpeng.2017.10.010 |
0.363 |
|
| 2016 |
Christy CW, Weggel DC, Smelser RE. Closed-form solution for a cantilevered sectorial plate subjected to a tip concentrated force. Springerplus. 5: 813. PMID 27390653 DOI: 10.1186/S40064-016-2473-1 |
0.306 |
|
| 2016 |
Whelan MJ, Ralston AD, Weggel DC. Blast Testing of Cold-Formed Steel-Stud Wall Panels Journal of Performance of Constructed Facilities. 30. DOI: 10.1061/(Asce)Cf.1943-5509.0000734 |
0.475 |
|
| 2015 |
Tempest B, Gergely J, Weggel DC. Engineering Characterization Of Strength And Elastic Properties Of Geopolymer Cement Concrete Materials Journal of Green Building. 10: 87-106. DOI: 10.3992/Jgb.10.4.87 |
0.432 |
|
| 2015 |
Ralston AD, Weggel DC, Whelan MJ, Fang H. Experimental and numerical investigations of glass curtain walls subjected to low- level blast loads International Journal of Computational Methods and Experimental Measurements. 3: 121-138. DOI: 10.2495/Cmem-V3-N2-121-138 |
0.541 |
|
| 2015 |
Kernicky TP, Whelan MJ, Weggel DC, Rice CD. Structural identification and damage characterization of a masonry infill wall in a full-scale building subjected to internal blast load Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001158 |
0.48 |
|
| 2015 |
Fang H, Wang Q, Weggel DC. Crash analysis and evaluation of cable median barriers on sloped medians using an efficient finite element model Advances in Engineering Software. 82: 1-13. DOI: 10.1016/J.Advengsoft.2014.12.009 |
0.357 |
|
| 2014 |
Christy CW, Weggel DC, Smelser RE, Kennedy BT. Closed-Form Solution for a Cantilevered Sectorial Plate Subjected to a Tip Bending Moment Journal of Engineering Mechanics-Asce. 140: 640-643. DOI: 10.1061/(Asce)Em.1943-7889.0000672 |
0.337 |
|
| 2013 |
Schwerin DE, Cavalline TL, Weggel DC. Use of Recycled Brick Masonry Aggregate and Recycled Brick Masonry Aggregate Concrete in Sustainable Construction Journal of Construction Engineering and Project Management. 3: 28-34. DOI: 10.6106/Jcepm.2013.3.1.028 |
0.728 |
|
| 2013 |
Kennedy BT, Weggel DC, Keanini RG. Experimental program and simplified nonlinear design expression for glass curtain walls with low-level blast resistance International Journal of Computational Methods and Experimental Measurements. 1: 321-343. DOI: 10.2495/Cmem-V1-N3-321-343 |
0.527 |
|
| 2013 |
Cavalline TL, Weggel DC. Recycled brick masonry aggregate concrete Structural Survey. 31: 160-180. DOI: 10.1108/Ss-09-2012-0029 |
0.725 |
|
| 2013 |
Wang Q, Fang H, Li N, Weggel DC, Wen G. An efficient FE model of slender members for crash analysis of cable barriers Engineering Structures. 52: 240-256. DOI: 10.1016/J.Engstruct.2013.02.027 |
0.388 |
|
| 2011 |
Keanini RG, Srivastava N, Tkacik PT, Weggel DC, Knight PD. Stochastic rocket dynamics under random nozzle side loads: Ornstein-Uhlenbeck boundary layer separation and its coarse grained connection to side loading and rocket response Annalen Der Physik (Leipzig). 523: 459-487. DOI: 10.1002/Andp.201000148 |
0.431 |
|
| 2008 |
Zapata BJ, Weggel DC. Collapse Study of an Unreinforced Masonry Bearing Wall Building Subjected to Internal Blast Loading Journal of Performance of Constructed Facilities. 22: 92-100. DOI: 10.1061/(Asce)0887-3828(2008)22:2(92) |
0.663 |
|
| 2008 |
Weggel DC, Zapata BJ. Laminated Glass Curtain Walls and Laminated Glass Lites Subjected to Low-Level Blast Loading Journal of Structural Engineering-Asce. 134: 466-477. DOI: 10.1061/(Asce)0733-9445(2008)134:3(466) |
0.662 |
|
| 2008 |
Kennedy BT, Weggel DC, Boyajian DM, Smelser RE. Closed-form solution for a cantilevered sectorial plate subjected to a twisting tip moment Mechanics Research Communications. 35: 491-496. DOI: 10.1016/J.Mechrescom.2008.03.001 |
0.334 |
|
| 2007 |
Weggel DC, Zapata BJ, Kiefer MJ. Properties and Dynamic Behavior of Glass Curtain Walls with Split Screw Spline Mullions Journal of Structural Engineering-Asce. 133: 1415-1425. DOI: 10.1061/(Asce)0733-9445(2007)133:10(1415) |
0.667 |
|
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