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Ben Moerman
Ben Moerman
StructureCraft
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Title
Cited by
Cited by
Year
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
52022
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
52022
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
52021
Cyclic testing of high-capacity CLT shear walls
B Moerman, M Li, T Smith, A Liu
Journal of Structural Engineering 149 (11), 04023148, 2023
42023
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
22024
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
12021
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
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