Seismic performance assessment of conventional CLT shear wall structures and post-tensioned CLT shear wall structures
Author:
Funder
China Scholarship Council
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference47 articles.
1. Cyclic behaviour of typical metal connectors for cross laminated (CLT) structures;Gavric;Mater Struct,2015
2. Experimental tests on cross-laminated timber joints and walls;Flatscher;Proc ICE Struct Build,2015
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4. Planar shear and bending properties of hybrid CLT fabricated with lumber and LVL;Wang;Constr Build Mater,2017
5. Rotational performance of glulam bolted joints: Experimental investigation and analytical approach;Shu;Constr Build Mater,2019
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2. Seismic loss assessment of direct-DBD platform-type cross-laminated timber shear wall systems using FEMA P-58 methodology;Bulletin of Earthquake Engineering;2024-08-16
3. Full-scale shaking table tests of cross-laminated timber structures adopting dissipative angle brackets and hold-downs with soft-steel and rubber;Engineering Structures;2024-08
4. Seismic performance assessment of post-tensioned CLT shear wall buildings with buckling-restrained axial fuses;Canadian Journal of Civil Engineering;2024-07-01
5. Seismic performance quantification and direct displacement-based design of CLT-glulam hybrid structures;Journal of Building Engineering;2024-05
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