Performance of a 2-Story CLT House Subjected to Lateral Loads-Reference-Cited by-同舟云学术

Performance of a 2-Story CLT House Subjected to Lateral Loads

Published:2016-04 Issue:4 Volume:142 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Popovski Marjan¹,Gavric Igor²

Affiliation:

1. Principal Scientist, FPInnovations, Advanced Building Systems, 2665 East Mall, Vancouver, BC, Canada V6T 1Z4.

2. Visiting Scientist, FPInnovations, Advanced Building Systems, 2665 East Mall, Vancouver, BC, Canada V6T 1Z4 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001315

Reference19 articles.

1. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE7-10 Reston VA.

2. ASTM. (2009). “Standard test methods for cyclic (reversed) load test for shear resistance of vertical elements of the lateral load resisting systems for buildings.” E 2126 West Conshohocken PA.

3. New Technologies for Construction of Medium-Rise Buildings in Seismic Regions: The XLAM Case

4. Ceccotti A. and Follesa M. (2006). “Seismic behavior of multi-story X-Lam buildings.” Proc. COST E29 Int. Workshop on Earthquake Engineering on Timber Structures Dept. of Civil Engineering Faculty of Sciences and Technology Univ. of Coimbra Portugal.

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

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