Experimental Seismic Response of a Resilient 2-Story Mass-Timber Building with Post-Tensioned Rocking Walls-Reference-Cited by-同舟云学术

Experimental Seismic Response of a Resilient 2-Story Mass-Timber Building with Post-Tensioned Rocking Walls

Published:2019-11 Issue:11 Volume:145 Page:04019120
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Pei Shiling¹,van de Lindt John W.²,Barbosa Andre R.³,Berman Jeffrey W.⁴,McDonnell Eric⁵,Daniel Dolan J.⁶,Blomgren Hans-Erik⁷,Zimmerman Reid B.⁵,Huang Da⁸,Wichman Sarah⁹

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401 (corresponding author).

2. George T. Abell Professor in Infrastructure, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523.

3. Assistant Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.

4. Thomas & Marilyn Nielsen Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.

5. Associate, KPFF Consulting Engineers, 111 SW 5th Ave. #2600, Portland, OR 97204.

6. Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164.

7. Director of Testing and Characterization, Katerra, 542 1st Ave. S, Seattle, WA 98104.

8. Graduate Student, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401.

9. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.

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.0002382

Reference22 articles.

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

2. Multi-Storey Prestressed Timber Buildings in New Zealand

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

4. Experimental Investigation of Self-Centering Cross-Laminated Timber Walls

5. Holden A. C. Devereux S. Haydon A. Buchanan and S. Pampanin. 2012. “Innovative structural design of a three storey post-tensioned timber building.” In Proc. World Conf. on Timber Engineering Architecture and Engineering Case Studies 323–330. Auckland New Zealand: WCTE 2012 Local Organization Committee.

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