TECHNICAL PAPERS
Dec 1, 1997

Innovative Wall System for Construction Industry

Publication: Journal of Architectural Engineering
Volume 3, Issue 4

Abstract

This paper describes an innovative wall system for use in residential and commercial construction projects that is reusable, uses less dimensional lumber, and is faster to assemble and install compared to traditional stud wall systems. The wall system is an engineered wall design composed of components fabricated from 5.08 × 5.08 cm (2 in.) (nominal dimensions) nailing strips and oriented strand board fins located in the midsection of the nailing strip. Components can be connected to one another by hinges allowing the system to be collapsible. Laboratory testing has shown that this wall system has significantly improved racking capabilities compared to the traditional stud wall system both with and without sheathing. Additional research is required, however, to enhance this wall system's structural characteristics in bending and axial loads. An economic analysis showed that material costs are cheaper for this wall and assembly, and installation times are less compared to traditional stud wall construction. In its present form, this wall system could be used for non-load-bearing applications (e.g., partition walls within a load bearing structure).

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References

1.
Ching, D. K., and Adams, C. (1991). Building construction illustrated. Van Norstrand Reinhold, New York, N.Y., 5.2.
2.
Dolan, J. D., and Foschi, R. O.(1991). “Structural analysis model for static loads on timber shear walls.”J. Struct. Engrg., ASCE, 117(3), 851–861.
3.
Filiatrault, A.(1990). “Analytical predictions of the seismic response of friction damped timber bridge shear walls.”Earthquake Engrg. and Struct. Dynamics, 19, 259–273.
4.
Gupta, A. K., and Kuo, G. P.(1985). “Behavior of wood-framed shear walls.”J. Struct. Engrg., ASCE, 111(8), 1722–1733.
5.
Kamiya, F.(1987). “Bucking of sheathed walls: Linear analysis.”J. Struct. Engrg., ASCE, 113(3), 2009–2022.
6.
Kamiya, F.(1988). “Bucking of sheathed walls: Nonlinear analysis.”J. Struct. Engrg., ASCE, 114(3), 625–641.
7.
McCutcheon, W. J.(1985). “Racking deformations in wood shear walls.”J. Struct. Engrg., 111(2), 257–269.
8.
“Mixed reports on steel framing.” (1994). Fine Homebuilding, Jan., 118.
9.
Nelson, E. K., Wheat, D. L., and Fowler, D. W.(1985). “Structural behavior of shear wall assemblies.”J. Struct. Engrg., ASCE, 111(3), 654–666.
10.
Puckett, J. A., and Atikinson, J. F.(1988). “Ultimate strength of wood walls in tension-pilot study.”J. Struct. Engrg., 113(3), 1782–1794.
11.
Stewart, D. W., and Shamdasani, P. N. (1990). Focus groups theory and practice. Sage Publications, Newbury Park, Calif., 9–18.

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Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 3Issue 4December 1997
Pages: 176 - 184

History

Published online: Dec 1, 1997
Published in print: Dec 1997

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Authors

Affiliations

Carter T. Dedolph Jr., Student Member, ASCE
PhD Candidate, Univ. of Wisconsin, Dept. of Civ. and Envir. Engrg., Madison, WI 53706.
Edward J. Jaselskis, Associate Member, ASCE
Assoc. Prof., Iowa State Univ., Dept. of Civ. and Constr. Engrg., Ames, IA 50011.

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