摘要
浦东机场航站区高架桥主梁与桥墩之间的“伞形”支架,是一种新颖的结构构件形式,其安全性问题备受关注。本文从理论上分析了“伞形”支架的受力状况、极限荷载及破坏形式,同时通过多组静力破坏试验,实测支架的受力性能和破坏荷载。通过理论分析与试验结果的比照得到对“伞形”支架的安全性评估。
The umbralarshaped support between a boxgirder and a pier of a bridge planned to be used in Shanghai Pudong International Airport viaduct, is a new type of structural component, the safety of which is mostly cared. The state of stress, ultimate load as well as the failure type of the umbralarshaped support are analyzed theoretically. Static destructive tests were conducted to a set of support models in order to observe the stress properties and failure loads, via which the safety of this support can be evaluated.
出处
《桥梁建设》
EI
CSCD
北大核心
1998年第1期14-16,共3页
Bridge Construction
关键词
伞形支架
极限荷载
桥梁
支承构件
umbralarshaped support, ultimate load, destruction test, viaduct