Post + Panel: Next Generation Point Supported CLT Floors-Reference-Cited by-同舟云学术

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Post + Panel: Next Generation Point Supported CLT Floors

Published:2023-05 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2023
language:
Short-container-title:

Author:

Dickof Carla¹²³⁴⁵,Shahnewaz Md.¹²³⁴⁵,Slotboom Christian¹²³⁴⁵,Ganjali Houman¹²³⁴⁵,Tannert Thomas¹²³⁴⁵

Affiliation:

1. Associate, Fast + Epp, Vancouver, Canada.

2. Specialist Engineer, Fast + Epp, Vancouver, Canada.

3. Graduate Engineer, Fast + Epp, Vancouver, Canada.

4. Ph.D. Student, Univ. of Northern British Columbia, Prince George, Canada.

5. Professor, Univ. of Northern British Columbia, Prince George, Canada.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484777.027

Reference14 articles.

1. Rolling shear modulus and strength of beech wood laminations

2. ANSI/APA PRG 320 (2017). Standard for Performance-Rated Cross-Laminated Timber. https://www.apawood.org/Data/Sites/1/documents/standards/prg320/prg-320-2017.pdf.

3. Concentrated load introduction in CLT elements perpendicular to plane - Experimental and numerical investigations;Bogensperger T.;WCTE 2016 - World Conference on Timber Engineering,2016

4. BS EN 16351 (2015). Timber Structures -Cross-Laminated Timber -Requirements. British Standard: London UK 2015.

5. CSA O86-19 (2019). “Engineering design in wood.” Canadian standards association Mississauga ON Canada.

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