Wood Diaphragm Deflections. I: Generalizing Standard Equations Using Mechanics-Based Derivations for Panel Construction

Author:

Lawson John1ORCID,Breneman Scott2ORCID,Lo Ricco Marco3ORCID

Affiliation:

1. Professor, Dept. of Architectural Engineering, California Polytechnic State Univ., San Luis Obispo, CA 93407 (corresponding author). ORCID: .

2. Senior Technical Director; Mass Timber Program Manager, WoodWorks – Wood Products Council, PO Box D, Deer Park, WA 99006. ORCID: .

3. Research General Engineer, USDA Forest Service, Forest Products Laboratory, One Gifford Pinchot Drive, Madison, WI 53726. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture

Reference33 articles.

1. ASCE. 2017. “Chapter 7: Analysis procedures and acceptance criteria.” In Seismic evaluation and retrofit of existing buildings. ASCE/SEI 41-17. Reston, VA: ASCE.

2. ASCE. 2022. “Chapter 12: Seismic design requirements for building structures.” In Minimum design loads and associated criteria for buildings and other structures. ASCE/SEI 7-22. Reston, VA: ASCE.

3. ATC (Applied Technology Council). 1981. Guidelines for the design of horizontal wood diaphragms. ATC-7. Building Seismic Safety Council. Berkeley, CA: ATC.

4. ATC (Applied Technology Council). 1997. NEHRP guidelines for the seismic rehabilitation of buildings. FEMA Publication 273. Building Seismic Safety Council. Washington, DC: FEMA.

5. AWC (American Wood Council). 2021. Special design provisions for wind and seismic. Leesburg, VA: AWC.

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