Retrofitting a Missouri Steel Baghouse
Publication: Journal of Performance of Constructed Facilities
Volume 18, Issue 3
Abstract
A typical industrial steel structure located near Kansas City, Missouri, is reviewed for structural integrity. The structure provides support to heavy production equipment and is in the last stage of construction. The review finds this facility structurally unsound because of excessive lateral displacements. It is in danger of collapsing under the combined effect of dead load, heavy load, and peak wind load. Although it appears more economical to rebuild the structure, for political reasons the manufacturer rules out the rebuild option. As a result, an extensive retrofit effort is conducted to the structure immediately following the review. This paper discusses some of the review findings and the challenges they pose for the retrofit effort. It describes the strategy used to address or circumvent some of the difficulties. The behaviors of the structure before and after the retrofit are compared to illustrate the basic concept and the effectiveness of the retrofit effort.
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References
American Institute of Steel Construction (AISC). (1989). Manual of steel construction: Allowable stress design, 9th Ed., Chicago.
American Institute of Steel Construction (AISC). (1994). Manual of steel construction: Load and resistance factor design. Volume I: Structural members, specifications, and codes, 2nd Ed., Chicago.
Building Officials and Code Administrators (BOCA). (1999). “Section 1609.9, wind loads.” The BOCA national building code/1999, Country Club Hills, Ill., 174–183.
Computers and Structures, Inc. (CSI). (1998). Steel design manual, SAP 2000: Integrated finite-element analysis and design of structures, Version 7, Berkeley, Calif.
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Copyright © 2004 American Society of Civil Engineers.
History
Received: Jul 20, 2001
Accepted: Apr 9, 2002
Published online: Jul 15, 2004
Published in print: Aug 2004
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