Nonlinear Models of Multistory Timber Frames with Timber Buckling-Restrained Braces-Reference-Cited by-同舟云学术

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Nonlinear Models of Multistory Timber Frames with Timber Buckling-Restrained Braces

Published:2024-09 Issue:9 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Williamson Emily¹,Pantelides Chris P.²^ORCID,Blomgren Hans-Erik³,Rammer Douglas⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112 (corresponding author). ORCID: .

3. Structural Engineer, Timberlab, 1601 NE Columbia Blvd., Portland, OR 97211.

4. Research Engineer, Forest Products Laboratory, One Gifford Pinchot Dr., Madison, WI 53726.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13137

Reference22 articles.

1. Blomgren H.-E. J.-P. Koppitz A. D. Valdes and E. Ko. 2016. “The heavy timber buckling-restrained brace frame as a solution for commercial buildings in regions of high seismicity.” In Proc. World Conf. on Timber Engineering. Vienna Austria: Institute for Mechanics of Materials and Structures.

2. Full-Scale Shake Table Testing of Cross-Laminated Timber Rocking Shear Walls with Replaceable Components

3. Numerical modelling of glulam frames with buckling restrained braces

4. Direct Displacement-based Seismic Design of Glulam Frames with Buckling Restrained Braces

5. FEMA. 2022. Hazus earthquake model technical manual. Washington, DC: FEMA.

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