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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Published in | Journal of Building Engineering Vol. 82; p. 108278 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.04.2024
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Subjects | |
Online Access | Get full text |
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