Seismic Damage Assessment of SRC Frame-RC Core Tube High-Rise Structure Under Long-Period Ground Motions

To accurately assess the seismic damage of high-rise structures under long-period ground motions (LPGMs), a 36-story SRC frame-RC core tube high-rise structure was designed. Twelve groups of LPGMs and twelve groups of ordinary ground motions (OGMs) were selected and bidirectionally input into the st...

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Detalles Bibliográficos

Principais autores:	Lianjie Jiang, Guoliang Bai, Lu Guo, Fumin Li
Formato:	Artigo
Idioma:	Inglês
Publicado:	MDPI AG 2025-08-01
Series:	Buildings
Assuntos:	SRC frame-RC core tube high-rise structure long-period ground motion ordinary ground motion seismic vulnerability performance level vulnerability index
Acceso en liña:	https://www.mdpi.com/2075-5309/15/17/3106
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