| Ballistic penetration of steel plates T Børvik, M Langseth, OS Hopperstad, KA Malo International journal of impact engineering 22 (9-10), 855-886, 1999 | 548 | 1999 |
| Perforation of 12 mm thick steel plates by 20 mm diameter projectiles with flat, hemispherical and conical noses: Part I: Experimental study T Børvik, M Langseth, OS Hopperstad, KA Malo International journal of impact engineering 27 (1), 19-35, 2002 | 445 | 2002 |
| Effect of target thickness in blunt projectile penetration of Weldox 460 E steel plates T Børvik, OS Hopperstad, M Langseth, KA Malo International journal of impact engineering 28 (4), 413-464, 2003 | 317 | 2003 |
| Some structural design issues of the 14-storey timber framed building “Treet” in Norway KA Malo, RB Abrahamsen, MA Bjertnæs European Journal of Wood and Wood Products 74, 407-424, 2016 | 182 | 2016 |
| Structural design and assembly of “Treet”–a 14-storey timber residential building in Norway RB Abrahamsen, KA Malo World conference on timber engineering 2014 (8), 2014 | 110 | 2014 |
| Linear shear properties of spruce softwood KB Dahl, KA Malo Wood science and technology 43, 499-525, 2009 | 76 | 2009 |
| Withdrawal stiffness of threaded rods embedded in timber elements H Stamatopoulos, KA Malo Construction and Building Materials 116, 263-272, 2016 | 54 | 2016 |
| Withdrawal capacity of threaded rods embedded in timber elements H Stamatopoulos, KA Malo Construction and Building Materials 94, 387-397, 2015 | 50 | 2015 |
| The effect of climate variations on glulam-an experimental study. V Angst, KA Malo | 44 | 2012 |
| Planar strain measurements on wood specimens KB Dahl, KA Malo Experimental mechanics 49, 575-586, 2009 | 44 | 2009 |
| Moisture induced stresses perpendicular to the grain in glulam: review and evaluation of the relative importance of models and parameters V Angst, KA Malo Walter de Gruyter 64 (5), 609-617, 2010 | 42 | 2010 |
| Nonlinear shear properties of spruce softwood: experimental results KB Dahl, KA Malo Wood science and technology 43 (7), 539-558, 2009 | 42 | 2009 |
| Modeling stiffness of connections and non-structural elements for dynamic response of taller glulam timber frame buildings S Tulebekova, KA Malo, A Rønnquist, P Nåvik Engineering Structures 261, 114209, 2022 | 37 | 2022 |
| Dynamic response of tall timber buildings under service load: The dynattb research program R Abrahamsen, MA Bjertnaes, J Bouillot, B Brank, L Cabaton, R Crocetti, ... EURODYN 2020, XI International Conference on Structural Dynamics, Athens …, 2020 | 35 | 2020 |
| Wind-induced motions of “Treet”-A 14-storey timber residential building in Norway MA Bjertnæs, KA Malo WCTE Québec, 2014 | 35 | 2014 |
| Moisture-induced stresses in glulam cross sections during wetting exposures V Angst, KA Malo Wood Science and Technology 47 (2), 227-241, 2013 | 35 | 2013 |
| Durable timber bridges-final report and guidelines A Pousette, KA Malo, S Thelandersson, S Fortino, L Salokangas, ... | 34 | 2017 |
| Withdrawal capacity of long self-tapping screws parallel to grain direction P Ellingsbø, KA Malo Proceedings of the World Conference on Timber Engineering, WCTE, 228-237, 2012 | 30 | 2012 |
| Modelling of plastic anisotropy in heat-treated aluminium extrusions OG Lademo, OS Hopperstad, KA Malo, KO Pedersen Journal of materials processing technology 125, 84-88, 2002 | 30 | 2002 |
| Prediction of material damping in timber floors, and subsequent evaluation of structural damping N Labonnote, A Rønnquist, KA Malo Materials and Structures 48, 1965-1975, 2015 | 28 | 2015 |
