HYBRID TESTING OF STEEL BRIDGE PIER MODELS USING THE HYOGOKEN-NANBU EARTHQUAKE ACCELEROGRAMS
نویسندگان
چکیده
منابع مشابه
Simulations of Long-Period Ground Motions during the 1995 Hyogoken-Nanbu (Kobe) Earthquake using 3D Finite Element Method
Long-period strong motions (> 0.9 second) are simulated in the Kobe area for the mainshock (1/17/95) and the aftershock (2/2/95) of the Hyogoken-Nanbu (Kobe) earthquake. In order to model ground motions in the realistic and highly heterogeneous basin structure, an unstructured 3D FEM (Finite Element Method) is used, which runs efficiently on parallel computers. The simulation results show stron...
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1 Dept of Global Architecture, Graduate School of Eng., Osaka University, Japan. Email: [email protected] 2 Department of Global Architecture, Graduate School of Eng., Osaka University, Osaka, Japan 3 Department of Architectural Engineering, Graduate School of Eng., Osaka University, Osaka, Japan SYSTEM IDENTIFICATION OF THE BASE ISOLATED STRUCTURE BY PREDICTION ERROR METHOD USING R...
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Bridges are built in a variety of locations, many of which are susceptible to multiple extreme hazards (earthquakes, vehicle collisions, tsunamis or storm surges, and blasts are considered in this research since they are present as a minimum for some locations). This underscores the need to develop an innovative design concept for bridges from a multi-hazard perspective in which all hazards and...
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ژورنال
عنوان ژورنال: Doboku Gakkai Ronbunshu
سال: 1997
ISSN: 0289-7806,1882-7187
DOI: 10.2208/jscej.1997.556_119