The role of lintels and parapets on the mechanical performance of multi-storey cross laminated timber shearwalls with openings
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference43 articles.
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3. New design approach for controlling brittle failure modes of small-dowel-type connections in Cross-laminated Timber (CLT);Zarnani;Constr Build Mater,2015
4. Shahnewaz Md, Shahria Alam M, Tannert T, Popovski M. Capacity-Based Design for Cross-Laminated Timber Buildings. In Structures Congress 2017(ASCE); 2017, p. 400–10 [ISBN 0784480427].
5. Seismic Design of Cross-Laminated Timber Buildings;Tannert;Wood Gober Sci,2018
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1. 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
2. P2PE: A finite element formulation for panel-to-panel cross-laminated timber connections;Computers & Structures;2024-08
3. Investigating the effect of the structural interactions due to floors and lintels on the lateral response of multi-storey Cross-Laminated Timber shear walls;Engineering Structures;2023-09
4. Experimental Behavior of L-Shaped and T-Shaped Cross-Laminated Timber to Evaluate Shear Walls with Openings;Journal of Structural Engineering;2023-05
5. Investigating the Influence of Openings on the Mechanical Performance of Cross-Laminated Timber Shearwalls;Lecture Notes in Civil Engineering;2023
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