Numerical modeling strategies and parametric analyses of platform-type and balloon-type cross-laminated timber (CLT) shear walls under lateral loads
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference45 articles.
1. Seismic performance and collapse fragility of balloon-framed CLT school building;Pan;J Earthqu Eng,2023
2. Experimental investigation on the rheological behavior of timber in longitudinal and transverse compression;Zheng;Constr Build Mater,2021
3. SOFIE project - 3D shaking table test on a seven-storey full-scale cross-laminated timber building;Ceccotti;Earthquake Engng Struct Dyn,2013
4. Seismic behavior of balloon frame CLT shear walls with different ledgers;Shahnewaz;J Struct Eng,2021
5. Systematic experimental investigation to support the development of seismic performance factors for cross laminated timber shear wall systems;Amini;Eng Struct,2018
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