Development of Finite-Element Modeling Approach for Lateral Load Analysis of Dry-Glazed Curtain Walls

Author:

Memari Ali M.1234,Shirazi Ali1234,Kremer Paul A.1234,Behr Richard A.1234

Affiliation:

1. Professor, Dept. of Architectural Engineering, Pennsylvania State Univ., University Park, PA.

2. Former Graduate Student, Dept. of Architectural Engineering, Pennsylvania State Univ., University Park, PA.

3. Research Associate, Dept. of Architectural Engineering, Pennsylvania State Univ., University Park, PA.

4. Charles and Elinor Matts Professor, Dept. of Architectural Engineering, Pennsylvania State Univ., University Park, PA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference28 articles.

1. American Architectural Manufacturers Association (AAMA). (2001). “Recommended dynamic test method for determining the seismic drift causing glass fallout from a wall system.” Publication No. AAMA 501.6-01 Des Plaines IL.

2. Ansys 5.0 [Computer software]. Swanson Analysis Systems Canonsburg PA.

3. ASCE. (2006). “Minimum design loads for buildings and other structures.” ASCE 7-05 Reston VA.

4. ASTM. (2006). “Standard practice for determining the resistance of single glazed annealed architectural flat glass to thermal loadings.” E2431-06 West Conshohocken PA.

5. Basis for ASTM E 1300 Annealed Glass Thickness Selection Charts

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