| Evaluation of modulus of elasticity of ultra-high performance concrete A Alsalman, CN Dang, GS Prinz, WM Hale Construction and Building Materials 153, 918-928, 2017 | 234 | 2017 |
| Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using pre-stressed CFRP plates E Ghafoori, M Motavalli, A Nussbaumer, A Herwig, GS Prinz, M Fontana Composites Part B: Engineering 68, 1-13, 2015 | 218 | 2015 |
| Determination of minimum CFRP pre-stress levels for fatigue crack prevention in retrofitted metallic beams E Ghafoori, M Motavalli, A Nussbaumer, A Herwig, GS Prinz, M Fontana Engineering Structures 84, 29-41, 2015 | 125 | 2015 |
| Experimental testing and simulation of bolted beam-column connections having thick extended endplates and multiple bolts per row GS Prinz, A Nussbaumer, L Borges, S Khadka Engineering Structures 59, 434-447, 2014 | 88 | 2014 |
| Design, characterization, and modeling of a chitosan microneedle patch for transdermal delivery of meloxicam as a pain management strategy for use in cattle DA Castilla-Casadiego, H Carlton, D Gonzalez-Nino, KA Miranda-Muñoz, ... Materials Science and Engineering: C 118, 111544, 2021 | 77 | 2021 |
| Eccentrically braced frame links with reduced web sections GS Prinz, PW Richards Journal of Constructional Steel Research 65 (10-11), 1971-1978, 2009 | 77 | 2009 |
| Finite element analysis for fatigue damage reduction in metallic riveted bridges using pre-stressed CFRP plates E Ghafoori, GS Prinz, E Mayor, A Nussbaumer, M Motavalli, A Herwig, ... Polymers 6 (4), 1096-1118, 2014 | 51 | 2014 |
| Fatigue capacity of headed shear studs in composite bridge girders B Ovuoba, GS Prinz Journal of Bridge Engineering 21 (12), 04016094, 2016 | 43 | 2016 |
| Using buckling-restrained braces in eccentric configurations GS Prinz Brigham Young University, Dept of Civil and, 2011 | 42 | 2011 |
| Seismic performance of buckling-restrained braced frames with eccentric configurations GS Prinz, PW Richards Journal of Structural Engineering 138 (3), 345-353, 2012 | 39 | 2012 |
| Fatigue analysis of liquid-storage tank shell-to-base connections under multi-axial loading GS Prinz, A Nussbaumer Engineering Structures 40, 75-82, 2012 | 38 | 2012 |
| Seismic fragility analysis of large unanchored steel tanks considering local instability and fatigue damage G Cortes, GS Prinz Bulletin of Earthquake Engineering 15, 1279-1295, 2017 | 34 | 2017 |
| On the low-cycle fatigue capacity of unanchored steel liquid storage tank shell-to-base connections GS Prinz, A Nussbaumer Bulletin of Earthquake Engineering 10, 1943-1958, 2012 | 32 | 2012 |
| Investigation of residual fatigue life in shear studs of existing composite bridge girders following decades of traffic loading B Ovuoba, GS Prinz Engineering structures 161, 134-145, 2018 | 24 | 2018 |
| Experimental and numerical investigation of ductile top-flange beam splices for improved buckling-restrained braced frame behavior GS Prinz, B Coy, PW Richards Journal of Structural Engineering 140 (9), 04014052, 2014 | 20 | 2014 |
| Headed shear stud fatigue demands in composite bridge girders having varied stud pitch, girder depth, and span length B Ovuoba, GS Prinz Journal of Bridge Engineering 23 (11), 04018085, 2018 | 19 | 2018 |
| Biodegradable microneedle patch for delivery of meloxicam for managing pain in cattle DA Castilla-Casadiego, KA Miranda-Muñoz, JL Roberts, AD Crowell, ... PLoS One 17 (8), e0272169, 2022 | 18 | 2022 |
| Demands on reduced beam section connections with out-of-plane skew GS Prinz, PW Richards Journal of Structural Engineering 142 (1), 04015095, 2016 | 17 | 2016 |
| Column axial load effects on the performance of skewed SMF RBS connections C Desrochers, GS Prinz, PW Richards Journal of Constructional Steel Research 150, 505-513, 2018 | 15 | 2018 |
| Determination of bond stress distribution coefficient by maximum likelihood method CN Dang, RW Floyd, GS Prinz, W Micah Hale Journal of Structural Engineering 142 (5), 04016003, 2016 | 15 | 2016 |
Alain NussbaumerProfessor, EPFLBestätigte E-Mail-Adresse bei epfl.ch
