Design of Multipanel CLT Shear Walls with Bidirectional Mechanical Anchors Following Capacity-Based Design Principle-Reference-Cited by-同舟云学术

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Design of Multipanel CLT Shear Walls with Bidirectional Mechanical Anchors Following Capacity-Based Design Principle

Published:2022-02 Issue:1 Volume:36 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Masroor Mohammad¹^ORCID,Doudak Ghasan²,Casagrande Daniele³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5 (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.

3. Researcher, Institute of Bioeconomy–National Research Council of Italy, via Biasi 75, San Michele all’Adige, Trento 38098, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001693

Reference33 articles.

1. Analytical Approach to Establishing the Elastic Behavior of Multipanel CLT Shear Walls Subjected to Lateral Loads

2. A proposal for the capacity-design at wall- and building-level in light-frame and cross-laminated timber buildings

3. SOFIE project - 3D shaking table test on a seven-storey full-scale cross-laminated timber building

4. CLT Shear Walls Anchored with Shear-Tension Angle Brackets: Experimental Tests and Finite-Element Modeling

5. An innovative shear-tension angle bracket for Cross-Laminated Timber structures: Experimental tests and numerical modelling

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental Study on the Quasi-Static Cyclic and Dynamic Performance of Two-Story Platform Cross-Laminated Timber Mock-Ups;Journal of Performance of Constructed Facilities;2024-12

2. Experimental Parameter Study of Two-Story Platform-Type CLT Shear Walls;Journal of Structural Engineering;2024-08

3. Experimental investigation of dissipative connections in cross-laminated timber shearwalls;Construction and Building Materials;2024-01

4. Validation of Proposed Analytical Model and Design Procedures for Multi-panel CLT Shearwalls Through Experimental Investigation;Lecture Notes in Civil Engineering;2024

5. Seismic performance evaluation of innovative balloon type CLT rocking shear walls;Resilient Cities and Structures;2022-03

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