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    Drag coefficients for structures studied in wind-tunnel model tests

    New search for: Pagon, W.W.

    Discussion of German tests on model bridge trusses, which indicate that drag coefficient of 2.0 for complete bridge may be expected; in terms of wind pressure this is 0.0051 V2 lb per sq ft. (See also - discussion n 18 Nov 1 p 565)

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    Drag coefficients for structures studied in wind-tunnel model tests

    New search for: Pagon, W.W.

    Discussion of German tests on model bridge trusses, which indicate that drag coefficient of 2.0 for complete bridge may be expected; in terms of wind pressure this is 0.0051 V2 lb per sq ft. (See also - discussion n 18 Nov 1 p 565)

    Access

    Access via TIB
    Check availability in my library

    Drag coefficients for structures studied in wind-tunnel model tests

    New search for: Pagon, W.W.

    Discussion of German tests on model bridge trusses, which indicate that drag coefficient of 2.0 for complete bridge may be expected; in terms of wind pressure this is 0.0051 V2 lb per sq ft. (See also - discussion n 18 Nov 1 p 565)

    Access

    Access via TIB
    Check availability in my library

    Access

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    Document information
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    Document information
    Title:

    Drag coefficients for structures studied in wind-tunnel model tests

    Additional title:

    Eng News-Rec

    Contributors:

    Pagon, W.W. (author)

    Published in:

    Engineering News-Record ; 113

    Publication date:

    1934

    Size:

    3 pages

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    English

    Keywords:

    Bridges

    © Metadata Copyright Elsevier B. V. All rights reserved.

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