Numerical Model for Creep Behavior of Axially Loaded CLT Panels-Reference-Cited by-同舟云学术

Numerical Model for Creep Behavior of Axially Loaded CLT Panels

Published:2019-01 Issue:1 Volume:145 Page:04018224
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Nguyen Tu T.¹,Dao Thang N.²,Aaleti Sriram³,Hossain Kobir⁴,Fridley Kenneth J.⁵

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama, Tuscaloosa, AL 35487-0205.

2. Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama, Tuscaloosa, AL 35487-0205 (corresponding author).

3. Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama, Tuscaloosa, AL 35487-0205.

4. Ph.D. Student, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama, Tuscaloosa, AL 35487-0205.

5. Professor and Senior Associate Dean, College of Engineering, Univ. of Alabama, Tuscaloosa, AL 35487-0205.

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.0002219

Reference28 articles.

1. Analytical and Experimental Lateral-Load Response of Self-Centering Posttensioned CLT Walls

2. Connection System of Massive Timber Elements Used in Horizontal Slabs of Hybrid Tall Buildings

3. Bolvardi V. S. Pei J. W. van de Lindt and J. D. Dolan. 2016. “Direct displacement design of tall CLT building with deformable diaphragms.” In Proc. World Conf. on Timber Engineering 2016 3506–3514. Vienna Austria.

4. Ueber Diffusion

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