Effects of Fixed Edge Conditions on the Load Resistance of Single Glass Lites

Author:

Soules James G.1ORCID,Morse Stephen M.2ORCID,Scott Norville H.3ORCID

Affiliation:

1. Visiting Scholar, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409. ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931. ORCID: .

3. Professor, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference8 articles.

1. ASTM. 2016. Standard practice for determining load resistance of glass in buildings. ASTM E1300-16. West Conshohocken, PA: ASTM.

2. Glass Failure Prediction Model

3. Morse, S. M. 2018. “New provisions in ASTM E1300-16: A comparison of the basic and new analytical procedures for determining the load resistance of window glass.” In Proc., Façade Tectonics 2018 World Congress, Vol. 2, edited by D. Noble, K. Kensek, and M. Elder, 529–541. Los Angeles: Tectonic Press.

4. Morse, S. M., and H. S. Norville. 2011. “An analytical method for determining window glass strength.” In Proc., Glass Performance Days 2011. London: Cvent.

5. Application of the Glass Failure Prediction Model to Flat Odd-Shaped Glass Using Finite-Element Modeling

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