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NIST Determines Actual Wind Loads
Used to Design World Trade Center Towers
Buildings as Designed Would Have Met New York City Codes for Wind Resistance

FOR IMMEDIATE RELEASE:
Sept. 17, 2004

Michael E. Newman
(301) 975-3025

 

The Commerce Department’s National Institute of Standards and Technology (NIST) reported today that it has done additional analysis of the wind “loads” that the World Trade Center (WTC) towers were originally designed to resist and that this information will help NIST investigators more accurately assess the overall strengths and baseline performance of the two buildings before they were brought down by the terrorist attacks of Sept. 11, 2001. The work is being conducted as part of NIST’s federal building and fire safety investigation of the WTC disaster.

WTC lead investigator Shyam Sunder said that NIST—in collaboration with Leslie E. Robertson Associates (LERA), the structural engineering firm for the WTC towers—recently completed its review of the original 1960s-era source documents containing wind tunnel test data and wind load estimation methods used for the towers, calculated the wind load estimates based on a clearer interpretation of this information, and determined the values actually used in the design of the buildings. These values are higher than the preliminary ones announced in a WTC investigation interim report this past June that were based on information publicly reported in 1971. LERA is under contract to NIST; all of its work has been independently reviewed by NIST and contracted third-party experts.

As reported today, the clarified original design wind load estimates all exceed those established by the New York City building code prior to 1968 (when the WTC towers were designed) and through 2001 (when the towers were destroyed). The values also are higher than those required by other selected building codes of the era, including the relevant national model building code.

Sunder also announced that the NIST investigation team has completed an independent analysis to determine the wind loads that would be appropriate for use in designing the towers in accordance with the current state of the art—rather than the building codes in effect in the 1960s. This is being done to better understand and assess the effects of successive changes in standards, codes and practices. These NIST “best estimate” wind load values—based on two sets of wind tunnel test data collected by independent laboratories in 2002 as part of industry studies (unrelated to the NIST investigation) and refined by NIST experts in wind science and engineering—are within 10 percent to 15 percent of the “most unfavorable” (maximum) wind load estimates used in the design of the WTC towers.

Wind load capacity is a key factor in determining the overall strength of a tall building and is important in determining not only its ability to withstand winds but also its reserve capacity to withstand unanticipated events such as a major fire or impact damage.

The NIST investigation team’s final report is scheduled for release as a draft document in December 2004. NIST is not making any recommendations at this time. All recommendations will be made in the final report. The final report also will document the details of the technical calculations used to estimate the wind loads and the structural response of the WTC towers to those wind loads.

The goal of the NIST WTC investigation goal is to recommend improvements in the way people design, construct, maintain and use buildings, especially high-rises. More information may be found at http://wtc.nist.gov.

As a non-regulatory agency of the U.S. Department of Commerce’s Technology Administration, NIST develops and promotes measurement, standards and technology to enhance productivity, facilitate trade and improve the quality of life.

NOTE: Charts showing the wind load data described in this release my be found at www.nist.gov/public_affairs/releases/wtc_wind_release_graphics.pdf.

 

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Created: 9/17/2004
Last updated: 09/24/2004
Contact: inquiries@nist.gov

 

 

 

 

 

 

 

 

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