| Overstrength of dowelled CLT connections under monotonic and cyclic loading LM Ottenhaus, M Li, T Smith, P Quenneville Bulletin of Earthquake Engineering 16, 753-773, 2018 | 55 | 2018 |
| Mode cross-over and ductility of dowelled LVL and CLT connections under monotonic and cyclic loading LM Ottenhaus, M Li, T Smith, P Quenneville Journal of Structural Engineering 144 (7), 04018074, 2018 | 48 | 2018 |
| Structural performance of large-scale dowelled CLT connections under monotonic and cyclic loading LM Ottenhaus, M Li, T Smith Engineering Structures 176, 41-48, 2018 | 47 | 2018 |
| Designing timber connections for ductility–A review and discussion LM Ottenhaus, R Jockwer, D van Drimmelen, K Crews Construction and Building Materials 304, 124621, 2021 | 39 | 2021 |
| Ductility and overstrength of nailed CLT hold-down connections W Dong, M Li, LM Ottenhaus, H Lim Engineering Structures 215, 110667, 2020 | 37 | 2020 |
| Effect of repeated wetting and drying on withdrawal capacity and corrosion of nails in treated and untreated timber L Yerman, LM Ottenhaus, C Montoya, JJ Morrell Construction and Building Materials 284, 122878, 2021 | 13 | 2021 |
| Performance of reversible timber connections in Australian light timber framed panelised construction Z Yan, LM Ottenhaus, P Leardini, R Jockwer Journal of Building Engineering 61, 105244, 2022 | 12 | 2022 |
| Use of particle tracking velocimetry in timber material and connection testing LM Ottenhaus, M Li, R Nokes, P Cammock, B McInnes European journal of wood and wood products 77, 195-209, 2019 | 12 | 2019 |
| Ductility and overstrength of dowelled LVL and CLT connections under cyclic loading LM Ottenhaus, M Li, T Smith, P Quenneville Vienna University of Technology, 2016 | 11 | 2016 |
| Coupled nonlinear-damage finite element analysis and design of novel engineered wood products made of oak hardwood I El Houjeyri, VD Thi, M Oudjene, LM Ottenhaus, M Khelifa, Y Rogaume European Journal of Wood and Wood Products 79, 29-47, 2021 | 10 | 2021 |
| Analytical derivation and experimental verification of overstrength factors of dowel-type timber connections for capacity design LM Ottenhaus, M Li, T Smith Journal of Earthquake Engineering 26 (6), 2970-2984, 2022 | 8 | 2022 |
| Properties of salvaged structural timber components: How to account for long-term loading effects given unknown load histories? R Brandner, LM Ottenhaus COST ACTION CA 20139 Holistic design of taller timber buildings (HELEN …, 2022 | 5 | 2022 |
| Effect of wetting and fungal degradation on performance of nailed timber connections L Yermán, Y Zhang, J He, M Xiao, LM Ottenhaus, JJ Morrell Construction and Building Materials 353, 129113, 2022 | 5 | 2022 |
| Half hole and full hole dowel embedment Strength: A review of international developments and recommendations for Australian softwoods LM Ottenhaus, Z Li, K Crews Construction and Building Materials 344, 128130, 2022 | 5 | 2022 |
| Embedment strength of New Zealand cross laminated timber LM Ottenhaus, M Li New Zealand Timber Design Journal 26 (1), 12-16, 2018 | 5 | 2018 |
| Application of particle tracking in large scale timber connection Testing LM Ottenhaus, M Li, R Nokes WCTE 2018-World Conference on Timber Engineering 2018, 2018 | 5 | 2018 |
| Ductility of large-scale dowelled CLT connections under monotonic and cyclic loading LM Ottenhaus, M Li, T Smith | 5* | 2017 |
| Seismic performance of dowel-type connections in tall timber buildings. LM Ottenhaus University of Canterbury, 2019 | 4 | 2019 |
| Analytical method to derive overstrength of dowel-type connections LM Ottenhaus, M Li, T Smith | 4* | 2018 |
| Overstrength of large-scale dowelled connections in CLT LM Ottenhaus, M Li, T Smith | 4 | 2018 |
Minghao LiThe University of British ColumbiaVerified email at ubc.ca
