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    Large Steel Tanks: Brittle Fracture and Repair 

    Source: Journal of Performance of Constructed Facilities:;1988:;Volume ( 002 ):;issue: 001
    Author(s): German Gurfinkel
    Publisher: American Society of Civil Engineers
    Abstract: Steel tanks that are welded to their base plates may become vulnerable to brittle fracture if the joints between base‐plate segments are defectively welded. A case history is discussed in which one of two large welded steel ...
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    Tall Steel Tanks: Failure, Design, and Repair 

    Source: Journal of Performance of Constructed Facilities:;1988:;Volume ( 002 ):;issue: 002
    Author(s): German Gurfinkel
    Publisher: American Society of Civil Engineers
    Abstract: An organic cohesive material derived from soybeans was stored in a set of five tall unstiffened steel tanks that were equipped with conventional conical hoppers. Stagnant material caused by funnel flow compacted during hot ...
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    Precast Concrete Roof Structure: Failure and Repair 

    Source: Journal of Performance of Constructed Facilities:;1988:;Volume ( 002 ):;issue: 003
    Author(s): German Gurfinkel
    Publisher: American Society of Civil Engineers
    Abstract: Heavy concrete fragments crashing into the floor of a huge warehouse building, from an overhead precast structure, calls for an investigation to determine the cause of this phenomenon and stop it. Field observations show ...
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    Discussion of “<i>Repair Technique for Buckled Wood Truss Members</i>” by David J. Wickersheimer (May, 1985, Vol. 111, No. 5) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): German Gurfinkel
    Publisher: American Society of Civil Engineers
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    Restoring an Impaired Concrete Silo 

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 002
    Author(s): German Gurfinkel
    Publisher: American Society of Civil Engineers
    Abstract: A rectangular reinforced concrete grain silo, supported by mill building columns, was impaired by cracking and spalling, as well as major distortions in the walls. A close inspection revealed major exposure and corrosion ...
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    Brittle Fracture and Collapse of Large Grain‐Storage Tank 

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 003
    Author(s): German Gurfinkel
    Publisher: American Society of Civil Engineers
    Abstract: Failure of a poorly welded 2‐ft (0.61‐m) square cutout patch in the wall of a very large grain‐storage tank caused it to collapse. The tank split open first as a result of brittle fracture. The latter was affected by ...
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    Collapse and Repair of Tall Concrete Silos with Suspended Steel Hopper 

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 004
    Author(s): German Gurfinkel
    Publisher: American Society of Civil Engineers
    Abstract: A tall reinforced‐concrete grain silo collapsed suddenly on a sunny, windless, day in the Midwest. Field observations and analysis showed that failure of the suspended steel hopper triggered the collapse. Attachment of the ...
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    Discussion of “<i>Investigation of the Collapse of L'Ambiance Plaza</i>” by Charles F. Scribner and Charles G. Culver (May, 1988, Vol. 2, No. 2) 

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 003
    Author(s): German Gurfinkel
    Publisher: American Society of Civil Engineers
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    Conical Hoppers of Tall Steel Tanks: Case History of Failure and Repair 

    Source: Journal of Performance of Constructed Facilities:;1997:;Volume ( 011 ):;issue: 002
    Author(s): German Gurfinkel; David A. Pecknold
    Publisher: American Society of Civil Engineers
    Abstract: Steel tanks contained wheat in Zaïre, West Africa. They were provided with a conical hopper. After one hopper collapsed abruptly during emptying, inspection disclosed that failure had occurred at the bolted seams. Grain-induced ...
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