Potential Loss in Prestressing Tendon Forces under Long-Term Service Conditions: Cross-Laminated Timber Shear Wall Applications-Reference-Cited by-同舟云学术

Potential Loss in Prestressing Tendon Forces under Long-Term Service Conditions: Cross-Laminated Timber Shear Wall Applications

Published:2022-03 Issue:3 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

He Minjuan¹,Zheng Xiuzhi²,Lam Frank³,Li Zheng⁴^ORCID

Affiliation:

1. Professor, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

2. Ph.D. Candidate, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

3. Professor, Dept. of Wood Science, Univ. of British Columbia, 2329 West Mall, Vancouver, BC, Canada V6T 1Z4.

4. Associate Professor, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author). ORCID: .

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.0003272

Reference67 articles.

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

2. Effect of Moisture Changes on Creep in Wood

3. Structural health monitoring data collected during construction of a mass-timber building with a data platform for analysis

4. Baas E. J. M. Riggio E. Schmidt I. Mugabo and A. R. Barbosa. 2019. “Living lab at peavy hall: Structural health monitoring of mass timber buildings.” In Proc. Int. Conf. on Structural Health Assessment of Timber Structures. Braga Portugal: Univ. of Minho.

5. Shake-Table Experimental Testing and Performance of Topped and Untopped Cross-Laminated Timber Diaphragms

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