Discussions and Closures
Sep 28, 2019

Closure to “Nonlinear Modeling of Wood-Frame Shear Wall Systems for Performance-Based Earthquake Engineering: Recommendations for the ASCE 41 Standard” by Maria Koliou, John W. van de Lindt, and Ronald O. Hamburger

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Publication: Journal of Structural Engineering
Volume 145, Issue 12

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References

FEMA. 2012. Seismic evaluation and retrofit of multi-unit wood-frame buildings with weak first stories. FEMA P-807. Washington, DC: FEMA.
Line, P., N. Waltz, and T. Skaggs. 2008. “Seismic equivalence parameters for engineered wood frame wood structural panel shear walls.” Wood Des. Focus 18 (2): 13–19.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 145Issue 12December 2019

History

Received: Mar 8, 2019
Accepted: Apr 17, 2019
Published online: Sep 28, 2019
Published in print: Dec 1, 2019
Discussion open until: Feb 28, 2020

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Authors

Affiliations

Assistant Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843; formerly, Postdoctoral Fellow, Center of Excellence for Risk-Based Community Resilience Planning, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). ORCID: https://orcid.org/0000-0002-0686-493X. Email: [email protected]
John W. van de Lindt, F.ASCE [email protected]
Harold H. Short Endowed Chair Professor and Co-Director, Center of Excellence for Risk-Based Community Resilience Planning, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523. Email: [email protected]
Ronald O. Hamburger, M.ASCE [email protected]
Senior Principal, Simpson Gumpertz & Heger, 100 Pine St., San Francisco, CA 94111. Email: [email protected]

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