Capacity-Based Design for Cross-Laminated Timber Buildings-Reference-Cited by-同舟云学术

Capacity-Based Design for Cross-Laminated Timber Buildings

Published:2017-04-04 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2017
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Author:

Shahnewaz Md.¹²³⁴,Tannert T.¹²³⁴,Alam M. S.¹²³⁴,Popovski M.¹²³⁴

Affiliation:

1. Ph.D. Candidate, Univ. of British Columbia, Vancouver, Canada.

2. Associate Professor, Univ. of Northern British Columbia, Prince George, Canada.

3. Associate Professor, Univ. of British Columbia, Kelowna, Canada.

4. Principal Scientist, FPInnovations, Vancouver, Canada.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480427.034

Reference17 articles.

1. ASTM E2126-11. (2011). "Standard test methods for cyclic (reversed) load test for shear resistance of walls for buildings." West Conshohocken: ASTM International.

2. Ceccotti A. M. Follesa. (2006). "Seismic behaviour of multi-storey XLAM buildings." Proceedings of COST E29: International Workshop on Earthquake Engineering on Timber Structures November 9-10 2006 Coimbra Portugal.

3. Ceccotti A. Lauriola M. Pinna M. Sandhaas C. (2006). "SOFIE Project- Cyclic Tests on Cross-Laminated Wooden Panels." Proceedings of the 9th World conference on timber engineering Portland USA.

4. CSA O86-16 (2016). "Engineering design in wood." Canadian standards association Mississauga ON.

5. Dujic B. Aicher S. and Zarnic R. (2006). "Testing of Wooden Wall Panels Applying Realistic Boundary Conditions." Proceedings of the 9th World Conference on Timber Engineering. WCTE 2006 August 6-10 Portland USA.

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