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    Slip Behavior of Cable Against Saddle in Suspension Bridges 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Koei Takena; Michio Sasaki; Kouichi Hata; Kazuo Hasegawa
    Publisher: American Society of Civil Engineers
    Abstract: In long suspension bridges with a small span ratio of side to center, cable slip load against the saddle is large and it is important to grasp its frictional resistance in the design. An experimental investigation is done ...
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    Fatigue Resistance of Large‐Diameter Cable for Cable‐Stayed Bridges 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): Koei Takena; Chitoshi Miki; Hirosuke Shimokawa; Kenji Sakamoto
    Publisher: American Society of Civil Engineers
    Abstract: Fatigue tests on a parallel‐wire large‐diameter cable system for cable‐stayed bridges and a detailed review of other fatigue test results are conducted. As a result, it is made clear that as the diameter of a cable increases, ...
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    Closure to “<i>Fatigue Resistance of Large‐Diameter Cable for Cable‐Stayed Bridges</i>” by Koei Takena, Chitoshi Miki, Hirosuke Shimokawa, and Kenji Sakamoto (March, 1992, Vol. 118, No. 3) 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 009
    Author(s): Koei Takena; Chitoshi Miki; Hirosuke Shimokawa; Kenji Sakamoto
    Publisher: American Society of Civil Engineers
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    Frictional Resistance between Cable and Saddle Equipped with Friction Plate 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): Kazuo Hasegawa; Hiroshi Kojima; Michio Sasaki; Koei Takena
    Publisher: American Society of Civil Engineers
    Abstract: To increase the frictional resistance between a cable and saddle, a method using a horizontal friction plate is efficient. However, there is no precedent for its use on long suspension bridges. An experimental investigation ...
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