Technical Papers
Nov 15, 2012

Structural Assessment of a Transparent Wall Panel with Load-Bearing Backup Framing and Polycarbonate Sheathing for Residential Construction

Publication: Journal of Architectural Engineering
Volume 18, Issue 4

Abstract

A new type of wall system for use in light-frame construction has recently been developed at Penn State University to allow for maximum daylighting and the use of glazing integrated photovoltaics to generate electricity. One structural option of the proposed wall system employs structural steel tubing to form the gravity load-bearing frame and polycarbonate sheets to perform the sheathing function. The exterior skin of the wall consists of a glazing system, which includes aluminum framing and glass panes that incorporate photovoltaics. Preliminary structural tests are presented to show the gravity load carrying capacity of the steel framing and in-plane lateral load carrying capacity of the polycarbonate sheathing. Similar tests were also carried out on conventional wood-frame panels to serve as benchmarks for evaluation of the proposed system. This paper mainly focuses on the structural system and provides a summary of the structural test results, which show that the proposed system can provide gravity and lateral load resistance. The results of this investigation also identify the need for follow-up studies to optimize the proposed design for cost effectiveness and increased thermal insulation.

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Acknowledgments

We acknowledge partial support of the research by the American Institute of Steel Construction (AISC), Metals USA, and Milton Steel. The views and opinions expressed are those of the authors only and do not necessarily reflect the views of those who provided support for the research.

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Published In

Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 18Issue 4December 2012
Pages: 298 - 314

History

Received: Mar 10, 2011
Accepted: Mar 12, 2012
Published online: Nov 15, 2012
Published in print: Dec 1, 2012

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Authors

Affiliations

Joseph A. Standley [email protected]
Associate III, Wiss, Janney, Elstner Associates, Inc., 311 Summer St., Suite 300, Boston, MA 02210. E-mail: [email protected]
Ali M. Memari, M.ASCE [email protected]
Professor, Dept. of Architectural Engineering, Penn State Univ., University Park, PA 16802 (corresponding author). E-mail: [email protected]

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