Cyclic response of reinforced concrete frames partially infilled with relatively weak masonry wall
Partially infilled reinforced concrete (RC) frames have experienced significant damage during past earthquakes. Due to the partial confinement of columns in these structures, the shear force demand increases significantly, resulting in a brittle failure. This study investigated the efficiency of the...
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主要な著者: | , , |
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フォーマット: | 論文 |
言語: | English |
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Elsevier Ltd.
2022
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オンライン・アクセス: | http://eprints.utm.my/102936/1/MahmoudBaniahmad2022_CyclicResponseofReinforcedConcreteFrame.pdf http://eprints.utm.my/102936/ http://dx.doi.org/10.1016/j.jobe.2021.103722 |
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