Resource: Citigroup Skyscraper Design Problem
Media Type:
QuickTime Video
Length: 4m 49s
Size: 6.7 MB
Teachers' Domain, Citigroup Skyscraper Design Problem, published January 22, 2004, retrieved on ,
http://www.teachersdomain.org/resource/phy03.sci.phys.mfw.bbskyscraper/
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Another force, besides gravity, that is critically important to skyscraper design is wind. As part of the design process, structural engineers consider the force of wind on a building's foundation, columns, beams, and joints. The large surface area of a building is perfect for catching wind, and the resulting pressure can bend and stress a building's parts, possibly to the point of collapse.
Citigroup Center's engineers used scale models and wind tunnels to analyze the effect of wind on their design. Unfortunately, they only measured the effect of wind striking the building perpendicular to one side, all they were required by law to test. However, diagonal winds, which strike a building's corner and two sides, typically place a much greater load on the parts of a building, especially its joints.
Months after its completion, when the building was already occupied, the structural engineer who designed the Citigroup Center learned that workers had used bolted joints in the construction of the tower, rather than stronger and more expensive welded joints. Generally, bolted joints are considered strong enough for most building applications. However, subsequent wind tunnel tests of the Citigroup Center's design showed that diagonal winds of 70 to 80 mph could tear the tower's bolted joints apart, and cause the building to collapse. Realizing this, engineers ordered workers back to the building to perform secret emergency repairs. Working for several weeks under cover of darkness, they welded strong steel plates over each of the building's 200 joints, strengthening the building's skeleton and averting a possible disaster.
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Source: Building Big: "Skyscrapers"
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