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High-rise building reinforcements

There is a dearth of accurate, efficient and reliable analytical approaches for the inelastic static and dynamic analyses of complex reinforced concrete and composite high-rise buildings under extreme loads taking into account shear-flexure-axial interaction, crack propagation and other detailed features of concrete response. In this study, a new approach termed multi-resolution distributed finite element analysis (MDFEA) is proposed and used to analyze a reference RC high-rise building with a dual core... [Pg.237]

Lu X, Lu XZ, Guau H, Ye LP (2013) Collapse simulation of reinforced cemcrete high-rise building induced by extreme earthquakes. Earthq Eng Struct Dyn... [Pg.1598]

See other pages where High-rise building reinforcements is mentioned: [Pg.414]    [Pg.457]    [Pg.309]    [Pg.345]    [Pg.90]    [Pg.291]    [Pg.1333]    [Pg.273]    [Pg.439]    [Pg.440]    [Pg.223]    [Pg.640]    [Pg.335]    [Pg.291]    [Pg.196]    [Pg.2340]    [Pg.629]    [Pg.139]    [Pg.22]    [Pg.379]    [Pg.509]    [Pg.1016]    [Pg.2848]    [Pg.272]    [Pg.272]    [Pg.784]    [Pg.247]    [Pg.245]    [Pg.850]    [Pg.159]    [Pg.377]   
See also in sourсe #XX -- [ Pg.118 ]



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