Experimental response of HPFL-BSP strengthened RC sub-assemblages subject to corner column removal

Few existing buildings have been constructed in accordance with progressive collapse codes, resulting in poor progressive collapse behavior. Previous studies indicated that reinforced concrete (RC) structures with one lost corner column are more susceptible to progressive collapse than structures th...

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Bibliographic Details
Published inJournal of Building Engineering Vol. 82; p. 108278
Main Authors Huang, Min, Huang, Hua, Qian, Kai, Li, Jinru, Guo, Mengxue
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.04.2024
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