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    Article

    Effects of inclination angle on buckling of continuous composite bridges with inclined parabolic arch ribs

    The effects of the inclination angle on the buckling of continuous composite bridges (CCBs) with parabolic arch ribs remain to be elucidated. Static tests were conducted on an on-site prototype of a CCB with p...

    Chengzhong Gui, Junqing Lei, Teruhiko Yoda in International Journal of Steel Structures (2016)

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    Article

    Numerical study on horizontally curved steel-concrete composite beams subjected to hogging moment

    The horizontally curved continuous composite steel-concrete beams, for instance, curved continuous composite bridges, have excellent qualities, such as quick construction, good seismic performance, saving cons...

    Weiwei Lin, Teruhiko Yoda in International Journal of Steel Structures (2014)

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    Article

    Numerical study on post-fracture redundancy of the two-girder steel-concrete composite highway bridges

    As the Japan bridge inventory ages and traffic volumes increase, the government is spending more on maintaining their existing structures to extend the service life of the current bridge inventory. This includ...

    Weiwei Lin, Teruhiko Yoda, Yoji Kumagai in International Journal of Steel Structures (2013)

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    Chapter and Conference Paper

    Measurement of Corroded Gusset Plate Connection of Steel Truss Bridge and Evaluation for Its Corrosion State

    Notable accidents that the diagonal members of the steel truss bridges have broken due to the corrosion damage have occurred recently. Therefore it is expected to establish the rational and efficient maintenan...

    Nguyen Xuan Tung, Kuniei Nogami in Design, Fabrication and Economy of Metal S… (2013)

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    Article

    Study on failure modes of steel truss bridge gusset plates related to tension and shear block failure

    Tension and shear block failure is a limit state which occurs in the connection of tension steel members. The failure mechanism is a combination of tensile failure on one plane and shear failure on the perpend...

    Hideyuki Kasano, Teruhiko Yoda, Kuniei Nogami in International Journal of Steel Structures (2012)

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    Article

    Mechanical behavior and analysis of composite bridges with corrugated steel webs: State-of-the-art

    The composite bridges with corrugated steel webs have excellent properties, such as lightness of girders, efficiency of introducing prestress forces, short construction period, optimum force distribution, good...

    Jun He, Yuqing Liu, Airong Chen, Teruhiko Yoda in International Journal of Steel Structures (2012)

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    Article

    Analysis, design and construction of curved composite girder bridges: State-of-the-art

    The horizontally curved composite girder bridges have excellent properties, such as quick construction, good seismic performance, saving construction formwork and convenience in spatial arrangement.etc, which ...

    Weiwei Lin, Teruhiko Yoda in International Journal of Steel Structures (2010)

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    Article

    Experimental and numerical study on cyclic behaviour of steel beam-to-column joints

    Ten specimens are tested to investigate the cyclic behavior of beam-to-column joints of steel frames with joint panels. The performances of the joints with respect to strength, rigidity, and hysteretic perform...

    Jun He, Teruhiko Yoda, Hideaki Takaku in International Journal of Steel Structures (2010)

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    Article

    Design of bridge expansion joints with perforated dowels under impact loading

    The expansion joints are expected to have movement capacity, bearing capacity for static and dynamic loading, water-tightness, low noise emission and traffic safety. In particular, the failure due to impact lo...

    Teruhiko Yoda, Mamiko Ayashi in Transactions of Tian** University (2008)