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9-2Šª
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1994”N
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1525-1530•Å
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PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
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OHI Kenichi, TAKANASHI Koichi, YAMADA Takao, OGURA Hiroyuki
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SUBSTRUCTURING ON-LINE TESTS ON STEEL BRACED FRAMES
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Earthquake response of braced frame with X-type braces was analyzed utilizing the substructuring technique. The brace frames analyzed were substructured into brace subassemblages and moment resistant frames. A realistic analytical model was used for the moment frames, while in pseudodynamic test of the brace subassemblages, a set of two push-pull tests on brace members was conducted using the on-line computer test control technique. Furthermore, to comfirm the advantage of braces made of high-strength steel, a parametrical analysis was performed with respect to slenderness ratio and load-carrying capacity ratio of braces.
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