Design and cyclic testing of bolted end plate connections between steel link beams and cross-laminated timber for coupled shear walls B Moerman, M Li, T Smith, H Lim Construction and Building Materials 353, 129060, 2022 | 5 | 2022 |
Moment-resisting self-drilling dowel connections between steel link beams and CLT for coupled walls B Moerman, M Li, A Palermo, A Liu Structures 41, 365-374, 2022 | 5 | 2022 |
Compressive behaviour of hardwood dowel reinforced clt loaded perpendicular-to-grain B Moerman, M Li, Y Cao, H Lim Construction and Building Materials 302, 124137, 2021 | 5 | 2021 |
Cyclic testing of high-capacity CLT shear walls B Moerman, M Li, T Smith, A Liu Journal of Structural Engineering 149 (11), 04023148, 2023 | 4 | 2023 |
Cyclic testing and repair of coupled CLT walls with steel link beams B Moerman, M Li, A Palermo, T Smith, H Lim Journal of Structural Engineering 150 (2), 04023216, 2024 | 2 | 2024 |
Self-drilling dowel connections for ductile link beams in coupled CLT walls B Moerman, M Li, A Palermo, A Liu New Zealand Society for Earthquake Engineering, 2021 | 1 | 2021 |
Investigation of Post-Tensioned CLT Core-Wall with Steel Link Beams for a Lateral Load Resisting System B Moerman, J Brown, L Epp, S Barg, M Li, F Sarti, T Smith Canadian Conference - Pacific Conference on Earthquake Engineering 2023, 2023 | | 2023 |
Experimental testing of high-capacity single and coupled CLT shear wall systems B Moerman, M Li World Conference on Timber Engineering 2023, 2023 | | 2023 |
Experimental Studies on Single and Coupled Douglas-fir CLT Shear Walls with High-Capacity Connections M Li, B Moerman | | 2023 |
Seismic performance of multi-storey cross laminated timber shear walls with high-capacity anchoring systems M Li, B Moerman, T Wright, A Liu EQC Report, 2022 | | 2022 |
Ductility factor validation for CLT walls with bolted hold-downs: preliminary analysis and observations B Moerman, M Li, A Liu, T Smith, A Palermo New Zealand Society for Earthquake Engineering, 2022 | | 2022 |
SEISMIC PERFORMANCE OF BALLOON-TYPE COUPLED CLT SHEAR WALLS WITH HIGH-CAPACITY SCREWED HOLD-DOWNS K Krauss, B Moerman, M Li, F Lam, T Yang | | |