Study on Resilience Model of High-Strength Concrete Frame Columns
2014 ◽
Vol 919-921
◽
pp. 969-972
Based on the horizontaldisplacements and loads of column at top end deduced according to sectionalbalanceable conditions at yield of high-strength frame columns, the lateralmaximum loads of column at top end calculated according to the Chinese currentconcrete code and involved regressive formulas, the resilience model ofhigh-strength concrete frame columns were established. The main results show:the resilience models of high-strength concrete frame columns proposed in thispaper consider influenced multi-facts and conveniently applied to engineering.
Keyword(s):
2020 ◽
Vol 146
(6)
◽
pp. 04020078
◽
Keyword(s):
2017 ◽
Vol 21
(2)
◽
pp. 270-286
◽
Keyword(s):
2014 ◽
Vol 919-921
◽
pp. 288-291
2012 ◽
Vol 238
◽
pp. 838-843
◽
Keyword(s):
2017 ◽
pp. 1253-1259
Keyword(s):
2008 ◽
Vol 2
(1)
◽
pp. 93-101
2010 ◽
Vol 152-153
◽
pp. 1835-1838