DISCUSSIONS AND CLOSURES
Nov 1, 1996

Discussion and Closure: Cast-Iron-Column Strength in Renovation Design

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Publication: Journal of Performance of Constructed Facilities
Volume 10, Issue 4

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References

1.
Johnson, J. B. (1900). The materials of construction, 3rd Ed., Wiley, New York, N.J.
2.
Paulson, C., Tide, R. H. R., and Meinheit, D. F. (1996). “Modern techniques for determining the capacity of cast iron columns.” Standards for Preservation and Rehabilitation, ASTM STP 1258, S. J. Kelley, ed., ASTM, Philadelphia, Pa., 186–200.
3.
“Tests of cast-iron columns by the Department of Buildings of New York City.” (1898). Engineering News, 39(2), 27–30.
4.
Tide, R. H. R. (1985). “Reasonable column design equations.” Stability Aspects of Industrial Buildings, Proc., 1985 Annu. Tech. Sessions, Structural Stability Research Council, Lehigh, Pa.
5.
Trautwine, J. C. (1913). The civil engineer‘s pocket-book, 19th ed., Trautwine Co., Philadelphia, Pa.
6.
Weinstein, J. S., Lamartina, W., and Tamaro, M. (1994). “Evaluation of cast iron columns for safety and reliability.” Proc., Struct. Congr. XII, Vol. 2, ASCE, New York, N.Y., 1544–1549.
7.
Wermiel, S. (1995). “Rethinking cast iron columns.” BR: Build Renovation, (Winter), 37–40.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 10Issue 4November 1996
Pages: 184 - 185

History

Published online: Nov 1, 1996
Published in print: Nov 1996

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Authors

Affiliations

Conrad Paulson, Member, ASCE
Consultant, Wiss, Janney, Elstner Associates, Inc., Chicago, IL 60606.
Raymond H. R. Tide, Fellow, ASCE
Sr. Consultant, Wiss, Janney, Elstner Associates, Inc., Northbrook, IL 60062.
Donald F. Meinheit, Fellow, ASCE
Sr. Consultant, Wiss, Janney, Elstner Associates, Inc., Northbrook, IL.
Donald Friedman, Member, ASCE
Partner, Friedman & Oppenheimer, LLP, New York, NY 10036.

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