Prescriptive Seismic Design Procedure for Post-Tensioned Mass Timber Rocking Walls-Reference-Cited by-同舟云学术

Prescriptive Seismic Design Procedure for Post-Tensioned Mass Timber Rocking Walls

Author:

Busch A.¹^ORCID,Zimmerman R. B.²,Pei S.³^ORCID,McDonnell E.⁴,Line P.⁵,Huang D.⁶

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401 (corresponding author). ORCID: .

2. Technical Director, KPFF Consulting Engineers, 111 SW 5th Ave., Suite 2600, Portland, OR 97204.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401. ORCID: .

4. Principal, Holmes Structures, 555 SE Martin Luther King Jr. Blvd., Suite 602, Portland, OR 97214.

5. Director of Structural Engineering, American Wood Council, 222 Catoctin Circle SE, Suite 201, Leesburg, VA 20175.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference22 articles.

3. ATC (Applied Technology Council). 2016. “Hazards by location.” Accessed February 17 2021. https://hazards.atcouncil.org/.

4. AWC (American Wood Council). 2015a. National design specification (NDS) for wood construction. Leesburg, VA: AWC.

5. AWC (American Wood Council). 2015b. Special design provisions for wind and seismic (SPDWS). Leesburg, VA: AWC.

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